HomeMy WebLinkAbout39178-ZOFFQt,t
Town of Southold 3/19/2015
' co
P.O. Box 1179
53095 Main Rd
14
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 37475 Date: 3/19/2015
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 1175 Cedar Point Dr E, Southold,
SCTM #: 473889 Sec/Block/Lot: 90.-3-18.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/2/2014 pursuant to which Building Permit No. 39178 dated 9/12/2014
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:
INTERIOR ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Harmon, Jeanne
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 03-18-2015
39178
01-06-2015
Brad Pieruch
/IluthkizeAignature
z,x"`11-" _-jpfffitt>
TOWN OF SOUTHOLD
+��o�
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 39178 Date: 9/12/2014
Permission is hereby granted to:
Harmon, Jeanne
32 W 76th St FI 1
New York. NY 10023
To: Interior alterations to an existing single family dwelling as applied for.
At premises located at:
1175 Cedar Point Dr E. Southold
SCTM # 473889
Sec/Block/Lot # 90.-3-18.1
Pursuant to application dated 9/2/2014
To expire on 3/13/2016.
Fees:
and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION
CO - ALTERATION TO DWELLING
$549.60
$50.00
i
! MAR ? ? 2015
A
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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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. St r a �- Hamlet
Owner or Owners of Property: J
Suffolk County Tax Map No 1000, Section / 0 Block CLot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate:
Fee Submitted: $ d�
(check one
Applic6Kt Signature
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631) 765-1802
Fax (631) 765-9502
rogermchert(aD-town.southold. ny. us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Harmon
Address: 1175 Cedar Point Dr East City: Southold St: NY Zip: 11971
Building Permit #: 39178 Section: 90 Block: 3 Lot: 18.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Pumillo Electric License No: 2300 -me
511 E UETAIL5
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph
Service 3 ph
Main Panel
Sub Panel
Transformer
Disconnect
Other Equipment:
200al Heat Duplec Recpt 21 Ceiling Fixtures
Hot Water GFCI Recpt 9 Wall Fixtures
200a A/C Condenser Single Recpt Recessed Fixtures
A/C Blower Range Recpt 1-40 Fluorescent Fixture
Appliances 1-dw Dryer Recpt 1-30 Emergency Fixture
200a Switches 33 Twist Lock Exit Fixtures
200a overhead service, 4 -combination smoke/co detectors,
9 HID Fixtures
3 Smoke Detectors
26 CO Detectors
Pumps
Time Clocks
TVSS
4 -exhaust fans,
2 -paddle fans
Notes:
Inspector Signature:
Date: Jan 6 2015
81 -Cert Electrical Compliance Form.xls
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Building Permit No. q / -7 8
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Owner: ,jyn I-)arrnyn
(Please print)
Plumber: sraj Pletue-A
(Please print)
lead.
Date: 3 f &//S
Telephone (631) 765-1802
Fax(631)765-9502
.I
MAR 18
2015 -�
I
I certify that the solder used in the water supply system contains less than 2/10 of 1%
(Plumbers Signature)
Sworn to before me this ) S -t"
day of 20_L5
TRACEY L. DWYER
NOTARY PUBLIC, STATE OF NEW YORK
NO. 01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30, 2,0,,$,
Notary Public, JU-�'-F'D�� County
souly�
��'�CO►nm �'.,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION IST
] FOUNDATION 2ND
]
FRAMING/ STRAPPING
] FIREPLACE A CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
[ ] ROUGH PLUMBING
[ATION
1=
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (FINAL)
[ ] CAULKING
DATE L; INSPECTOR
k co
elre urmlrr
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION IST
] FOUNDATION 2ND
]
FRAMING/ STRAPPING
] FIREPLACE A CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
REMARKS:
[ ] ROUGH PLUMBING
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
ELECTRICAL (FINAL)
[ ] CAULKING
DATE l �' �h INSPECTORI
q so�lyo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI
[ ] FOUNDATION 1 ST [
[ ] FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE A CHIMNEY [
[ ] FIRE RESISTANT CONSTRUCTION [
[ ] ELECTRICAL (ROUGH) [
[ ] CODE VIOLATION [
] FPOGH PLUMBING
INSULATION
] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
] ELECTRICAL (FINAL)
] CAULKING
DATE �e � l INSPECTOR
r
SOUI�,olo
G •
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT
[ ] FOUIN TION 1 ST [ OUGH PLUMBING
[ IF UNDATION 2ND [ ] INSULATION
[ RAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
DATE 0 INSPECTOR �
�yo SOUjyO
1 G �
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
^� [ ]FOUNDATION IST [ ]ROUGH PLUMBING
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING /STRAPPING [ ]FINAL
[ ] FlREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]
FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
[ ]CODE VIOLATION [ ]CAULKING
REMARKS:
DATE ` � j INSPECTOR�1��
FIELD INSPEC r N' REPY
FOUNDATION (1ST)
r r.rorrrr.r..y..:.........
FOUNDATION (2ND)
ROUGH FItOWQ &
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
FINAL
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net PERMIT NO.
Examined 120
Approved '120
Disapproved a/c
Expiration 20
BUILDING PERMIT APPLICATION CHECKLIST
Building Inspector
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm -Water Assessment Form
Contact: ,/�
Mail to: /"( L
Phone:
APPLICATION FOR BUILDING PERMIT
Date pLz,911,20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shal I be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have.been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months.. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, ager(
ge , architect, gineer, general contractor, electrician, plumber or builder
Name of owner of premises
J
' (As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No. _
Electricians License No._
Other Trade's License No.
1. Location of land on which proposed work will be done:
1l7r Cel-11',*M Pana T- Vle. v -
House Number Street
County Tax Map No. 1000
Subdivision
a.J
Section d Block ®-,? Lot 1 O
Filed Map No. Lot
2. State existing use and occupancy of prem
a. Existing use and occupancy
use and occupancy of proposed construction:
F,,+^ /C_ y yr _r
b. Intended use and occupancy -L4/t9
Nature of work (check which applicable): New Building ' ' n Alteration ✓""
Repair Removal Demolition ther Wor 1�ti7 ;�,r� /a)2 6(-r'r.
(Description)
4. Estimated Cost
5. If dwelling, number of dwelling units
If garage, number of cars
Fee
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, comSmerrcial r r�� occupant, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear
Height Number of Stories
8.
a
Dimensions of same structure with alterations or additions: Front
Depth Height Number of Stories
Dimensions of entire new construction: Front Rear
Height Number of Stories
Sole ver y
Size of lot: Front Rea Depth
10. Date of Purchase Name of Former Owner
r
11. Zone or use district in which premises are situated 6 /L-Bc)
Depth
Depth
Rear
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_J,/
13. Will lot be re -graded? YES NO ✓Will excess fill be removed from premises? YES ,,/NO
14. Names of Owner of pre ises /A2 #At Address Phone No..?/ 6S 04 ¢a/
Name of Architect 1_ Z-- Address Phone No 7,X 4f
Name of Contractor 616 L Address Phone No. S/ x'07 9119
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. PERMIT 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.
18. Are there any covenants and restrictions with respect to this property? * YES NO ✓
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF /T
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named, CONNIE D. BUNCH
A/Z
/Notary Public, State of New York(S)He is theNo. 01 BU6185050
rN,sm-4 in C. iffn{Ir nni inti
Agent, +torporateNofficer, etc.) Commission Expires April 14, 2
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 t before me this
�5� day of eM6A 201 y
Vim.P L
Notary Public
pplicant
y
OF SO�jy�
� <o
Town Hall Annex
54375 Main Road y
P.O. Box 1179
Southold, NY 119714)959
Telephone (631) 765-11802
oroiuu oQtlwnsony.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: J Date:-!va� l
Company Name:
Name: epi L4 v� o
License No.: �aozD M,
Address:
Phone No.:/ 6 /
JOBSITE INFORMAJ
ION: (*I dicates required information)
*Name: � 4 i2M 6 N
*Address: -7
*Cross Street: �Al�
*Phone No.:
Permit No.:
Tax Map District: 1000
D ►ry- t -a/ ti I C r- t
Section:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
"1 (-
/d> 0 M /`'t N ) PC E Chi
(.✓ 1, R'22 -S A -t- Q C1 R C -C' t f r�
6 P" /.
Block: Lot:
FtS�"���fllU Q�
(Please Circle All That Apply)
*Is job ready for inspection: YES NO Rough In
*Do you need a Temp Certificate: YES NO
Final
Temp Information I ded)
*Service Size: 1 Pha 3Phase 100 150 60 300 350 400 Other
*New Service: Re -connect Underground Number of Meters Change of Service verhead
Additional Information: PAYMENT DUE WITH APPLICATION
2 -Request for Inspection Forth(91
�\A f
(, Q 1
�� ,IV % 6 �
Scott A. Russell,°SkJFFQ
SUPERVISOR
SOUTHOLD TOWN HALL - P. O. Box 1179 Q
53095 Main Road - SOUTHOLD, NEW YORK 11971
ST01E NIWA\T]ER,
I\\11A NA\G]EM 1ENIF
Town of Southold
�*M 04)
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
Yes I No
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
cYA. Clearing, grubbing, grading or stripping of land which affects more
/ than 5,000 square feet of ground surface.
D . Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
]/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
. Site preparation within the one -hundred -year floodplain as depicted
.�/ on FIRM Map of any watercourse.
J r . Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Propert Owner, Design Pr sional, Agent. Contractor, Other) S.C.T.M. ": 1000 Date:
Disu =ct
NAME:
� Section Block Lot
7 / I Ok 13 Il 1)1`(a 1.)1::1' 11t I X11 I t. �l (.)til 1
con acc�nro„�matiort / � �'- /
"toristrt3ci
_11Z_11Zr C biz.
_-Wa gntrq�i.Plan is Requi
'��or t
a
�^ r''
_• ,i4TU3 �
a•
.._ _.»." ... ,... ._,..� .. ...a ...--....-- ... _-,.a»... ....✓.. ..... r s,., }v...» -.-. .L_..2 ",fi.'1kiHJ+— �r.R ...
fi TOWN OF SOUTHOLD PROPERTY RECORD CARD x„
OWNER STREET// �' VILLAGE DIST.i SUB. LOT
e > .4�nnWN
FORMER O NER N E ACR.
!
�' 1n/Git� I�� S W TYPE OF BUILDING
RES. r�) /o 1 ��
W
SEAS.
VL.
FARM
COMM. CB. MISC.
Mkt. Value
LAND
IMP.
TOTAL
DATE
REMARKS
..
f�,sc,�
Iw
.
46
4 -� ToY�s�e.N
Wlt �
6 /y'
I
Jn�ikis.-��
/
�"� C`JC1(.s�' { �'cfID 4 fGo�ran
j} ^j �/�J
V jJ�j 1 V
' 3
'
,/G .2 Cry,"
AGE
BUILDING CONDITION
NEW
NORMAL
BELOW
ABOVE
tw
FARM
Acre
Value Per
Acre
Value
`
4j f 2,
Tillable 1
Tillable 2
Tillable 3
„
3
Woodland
Swampland
-FRONTAGE ON WATER
v
Brushland
!1
FRONTAGE ON ROAD%
House Plot
DEPTH
C.
Z6 6 r.
...0'
,,
BULKHEAD
Total
DOCK 5�13
e S
e
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LICENSED LAND SURVEYORS
GREENPORT NEW YORK
SUFFOLK CO. HEALTH DEF
H. S.
STATEMENT OF IN1
THE WATER SUPPLY AND SEW
SYSTOM FOR THIS RES,
CONFORM TO THE STAND/
SUFFOLK CO. DEPT. OF HIM
ISI
APPLICANT
SUFFOLK COUNTY Utrt.
SERVICES – FOR APP
CONSTRUCTION ONLY
DATE:
M. S. REF. NO.:-rk-50 45
APPROVED:
SUFFOLK CO. TAX MAP DES
DIST. SECT. BLOC
I -<rL 490 a
•765 • ;3
DEED: L-3626 P.4fr(M
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0* to to vas
N onoad teed e
wen• e�pnw �
w ronhro�rt ineW
82'-0"
20'-6" 24'-0" 37-6"
EXISTING
DECK
44'-6' X 13'-0'
ARES: 530 5F
n
is
EXISTING
MSTR BEDROOM
13'-O" X 18'-2"
ARE^ 236 5F
HALLWAY
LIN CLO
PORTICO rF CLO BATH
ENTRY W.I.C.
o
To
DRIVEWAY O
NI
EXISTING
MSTR BATH
16'-6' x 7-4'
AREA: 10 9F
28'-6" 26'-O" 27-6"
A.7 -n"
EXISTING
DECK
13'-0" X 5'-0'
AREA- 65 5F
0
EXISTING FLOOR PLAN
Scale: 1/8" =1'-O"
EXISTING FOUNDATION PLAN
Scale: 1 /8" =1'-O"
F)CCUPANCY OR
'Z")"'E IS UNLAWFUL
WITHOUT CERTIFICATE
JF OCCUPANCY ,
•T
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
,..-.-
EXISTING LEFT SIDE ELEVATION
Scale: 1/8" =1'-O"
EXISTING FRONT ELEVATION
Scale: 1/8" =1'-O"
PROVED AS NOTED
D
B.P. #
Fame,6a
BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 SAM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
EW YORK STATE & TOWN CODES
i REQUIRED
SO
S D
QCL-,Und-DI 1(ZTC
MIAOSER CERTIFICATOV
C�RTiFf+f•OOp4NCY
S�WON IAfi�ITER
S�T���#AINQ�'
th%W ►PIF 1% .
PLUMBING
ALL PLUMBING WASTE
& WATER LINES NEED
TESTING BEFORE COVERING
EXISTING RIGHT SIDE ELEVATION
Scale: 1/8" =1'-O"
EXISTING REAR ELEVATION
Scale: 1/8" =1'-O"
REVISIONS:
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DRAWN: JLM
SCALE: AS NOTED
JOB #:
August 28, 2014
SHEET NUMBER:
A-1
EXISTING
EXISTING
u~j
DINING ROOM
KITCHEN
p
EXISTING
11'-0" X 16'-0"
121-0" X 16'-0"
•
EXISTING
U
EXISTING
p
LIVING ROOM
AREA: 176 5F
AREA 192 5F
,
BEDROOM #3
BEDROOM #2
20'-2" X 20'-4"
10'-O" X 14'-0",
w
11'-2" X 14'-0"
cr
AREA410 SF
I
J
AREA: 140 5F
O
ARES: 156 5F
l9
u
m
0n
FOYER
is
EXISTING
MSTR BEDROOM
13'-O" X 18'-2"
ARE^ 236 5F
HALLWAY
LIN CLO
PORTICO rF CLO BATH
ENTRY W.I.C.
o
To
DRIVEWAY O
NI
EXISTING
MSTR BATH
16'-6' x 7-4'
AREA: 10 9F
28'-6" 26'-O" 27-6"
A.7 -n"
EXISTING
DECK
13'-0" X 5'-0'
AREA- 65 5F
0
EXISTING FLOOR PLAN
Scale: 1/8" =1'-O"
EXISTING FOUNDATION PLAN
Scale: 1 /8" =1'-O"
F)CCUPANCY OR
'Z")"'E IS UNLAWFUL
WITHOUT CERTIFICATE
JF OCCUPANCY ,
•T
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
,..-.-
EXISTING LEFT SIDE ELEVATION
Scale: 1/8" =1'-O"
EXISTING FRONT ELEVATION
Scale: 1/8" =1'-O"
PROVED AS NOTED
D
B.P. #
Fame,6a
BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 SAM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
EW YORK STATE & TOWN CODES
i REQUIRED
SO
S D
QCL-,Und-DI 1(ZTC
MIAOSER CERTIFICATOV
C�RTiFf+f•OOp4NCY
S�WON IAfi�ITER
S�T���#AINQ�'
th%W ►PIF 1% .
PLUMBING
ALL PLUMBING WASTE
& WATER LINES NEED
TESTING BEFORE COVERING
EXISTING RIGHT SIDE ELEVATION
Scale: 1/8" =1'-O"
EXISTING REAR ELEVATION
Scale: 1/8" =1'-O"
REVISIONS:
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DRAWN: JLM
SCALE: AS NOTED
JOB #:
August 28, 2014
SHEET NUMBER:
A-1
0
n
4-O"
KEY
INDICATES EXISTING WALLS TO REMAIN
INDICATES EXISTING WALLS TO BE
REMOVED INDICATES NEW WALLS
O INDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE
INTERCONNECTED THROUGHOUT THE BUILDING AS
PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE.
OINDICATES HARD -WIRED CARBON MONOXIDE DETECTOR
20'-2"
EXISTING
LIVING ROOM
20'-2"X 20'-4'
AREA: 410 SF
4'-0" 1 4'-0"
EXISTING
DECK
44-6'X 13-01"
AREA: 530 5F
Q
iv
mm
EXISTING
DINING ROOM
111-0"X 16'-0"
AREA: 176 SF
NEW 6-0" OPENING
PORTICO
ENTRY
12-1"
PR
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8
MANUFACTURER
REMOVE EXISTING
SEE SHEET A5
—
1/2 WALL FOR FULL
REMARKS
QTY
HEIGHT OPENING
FOR ENLARGED
Q
FOYER
CW15
in
in
PORTICO
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12-1"
PR
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O
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CLOSET Z
BATHROOM
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131-00
13'-0' X 5'-0"
AREA 65 SF
SIZE
8
MANUFACTURER
a0
SEE SHEET A5
—
mm
REMARKS
QTY
01
FOR ENLARGED
PR PANEL POCKET DOORS
-
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9.2
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r — —
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KITCHEN
August 28, 2014
SHEET NUMBER:
I
4
BEDROOM #2
I
12'-0' X 16'-0"
10'-0" X 14'-0'
AREA: 192 SF
i
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m
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AREA. 1215F
SIZE
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MANUFACTURER
a0
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mm
REMARKS
QTY
01
PR 3'-0' X 61-8"
PR PANEL POCKET DOORS
-
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STUDY
1
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11'-2' x 14'-0'
MASTER BEDROOM
U
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NATURAL LIGHT: 1296 8%
I I O
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I I {-
NATURAL LIGHT: 22% > 8%
EGRESS: 9.0 SF > 5.7
I I Q
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EGRESS: 21 SF > 5.7
_ PROPOSED FAUX RIDGE
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PROPOSED FLOOR PLAN
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DOOR SCHEDULE
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-
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32
1
WINDOW SCHEDULE
TAG
SIZE
DESCRIPTION
MANUFACTURER
MFC -o#
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RATING
REMARKS
QTY
WI
2-4 3/8" X 4'-117/8'
CASEMENT
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CW15
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32
2
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SCALE: AS NOTED
JOB #:
August 28, 2014
SHEET NUMBER:
A-2
PROPOSED RIGHT SIDE ELEVATION
Scale: 1/4" =1'-O"
4" THRU VENT
&V
L.WIv-1\1114 L-nINc
I F.A.I.
4OUSE TRAP
TO SEPTIC SYSTEM
PLUMBING RISER DIAGRAM @ Remodeled Kitchen
Scale: 1/4" =1'-O"
ROOF FRAMING ROOF FRAMING
SIMPSON C920 CONNECTOR SIMPSON C920 CONNECTOR O1
DOUBLE TOP PLATE OR (2) H2 AT ROOF DOUBLE TOP PLATE OR (2) H2 AT ROOF
ZIPPLE STUDS
1PSON ST 2215 CONNECTOR
)TE:
'LIFT CONNECTION 15 REQUIRED AT
BCH END OF HEADER AND AT BOTTC
HEADER STUDS IN ADDITION TO
)NNECTOR5 AT WALL STUDS ANDA
)P AND BOTTOM OF CRIPPLES
ILL LENGTH
ALL STUDS
MPSON ST2215 CONNECTOR
WTIT
Elm
w
T
------------
SIMPSON H2
RIDGE TENSION STRAP
C920 NAILING PER 3.4
SIMPSON H-3
SEE TABLE 3.4 FOR NAILING
HURRICANE
AFPA/ VFCM 0995)
HURRICANE CLIP
CLIP 916" O.G.
HEADER STUDS \-HEADER
'- •
CQ 16" O.C.
RIDGE BEAM (5E
wool
EACH ROOF RAFTER
PLAN FOR SIZE
,_
SIMPSON L-50 EACH
SIDE OF EACH RAFTER
HEADER STUDS
RIDGE BEAM
ROOF RAFTERS
(SEE PLAN FOR SIZE)
AGE E.A. SIMPSON Y2" DIA. LAG
SIDE
U210 HGR BOLTS dP 16" O.G.
Cp 16" O.G.
RIDGE DETAIL AT
RAFTER/TOP PLATE
PORCH/RAFTER/GIRDER
RIDGE TENSION STRAP DETAIL
CATHIEDRAL CEILING
CONNECTION DETAIL
•
CONNECTION DETAIL
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HEADER STUDS IN ADDITION TO
)NNECTOR5 AT WALL STUDS ANDA
)P AND BOTTOM OF CRIPPLES
ILL LENGTH
ALL STUDS
MPSON ST2215 CONNECTOR
HEADER
HEADER TIE DOWN DETAILS
CRIPPLE STUDS
3IMPSON MSTC28 CONNECTOR
FULL LENGTH
WALL STUDS
SIMPSON MSTC28 CONNECTOR
CONTINUOUS RIDGE VENT
w
12 SIMPSON C920 AT 16" O.C.
SIMPSON H2
RIDGE TENSION STRAP
C920 NAILING PER 3.4
SIMPSON H-3
SEE TABLE 3.4 FOR NAILING
HURRICANE
AFPA/ VFCM 0995)
HURRICANE CLIP
CLIP 916" O.G.
HEADER STUDS \-HEADER
'- •
CQ 16" O.C.
RIDGE BEAM (5E
wool
EACH ROOF RAFTER
HEADER
HEADER TIE DOWN DETAILS
CRIPPLE STUDS
3IMPSON MSTC28 CONNECTOR
FULL LENGTH
WALL STUDS
SIMPSON MSTC28 CONNECTOR
CONTINUOUS RIDGE VENT
12 SIMPSON C920 AT 16" O.C.
SIMPSON H2
RIDGE TENSION STRAP
C920 NAILING PER 3.4
SIMPSON H-3
SEE TABLE 3.4 FOR NAILING
HURRICANE
AFPA/ VFCM 0995)
HURRICANE CLIP
CLIP 916" O.G.
IN EACH END AT
CQ 16" O.C.
RIDGE BEAM (5E
EACH ROOF RAFTER
PLAN FOR SIZE
SIMPSON L-50 EACH
SIDE OF EACH RAFTER
RAFTER
RIDGE BEAM
ROOF RAFTERS
(SEE PLAN FOR SIZE)
AGE E.A. SIMPSON Y2" DIA. LAG
SIDE
U210 HGR BOLTS dP 16" O.G.
Cp 16" O.G.
RIDGE DETAIL AT
RAFTER/TOP PLATE
PORCH/RAFTER/GIRDER
RIDGE TENSION STRAP DETAIL
CATHIEDRAL CEILING
CONNECTION DETAIL
CONNECTION DETAIL
1:2 ^Iw011
Z
KITCHEN
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CLOSE UPJ
OPENING STACK
ENLARGED KITCHEN PLAN
Scale: 1/2" =1'-O"
REVISIONS:
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DRAWN: JLM
SCALE: AS NOTED
JOB #:
August 28, 2014
SHEET NUMBER:
A-3
EXISTING R -
SECTION A -A SECTION B -B
Scale: 1/4" =1'-O"
SECTION C -C
Scale: 1/4" =1'-011
Scale: 1/4" =1'-011
M IP% GATT IA 11-1 II ATI/1A1
SECTION D -D
Scale: 1/4" =1'-0'1
REVISIONS:
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DRAWN: JLM
SCALE: AS NOTED
JOB #:
August 2E, 2014
SHEET NUMBER:
A-4
NAILING SCHEDULE (EXPOSURE "B")
JOINT DESCRIPTION
NUMBER OF
COMMON NAILS
NUMBER OF
BOX NAILS
NAIL SPACING
ROOF FRAMING
RAFTER TO TOP PLATE (TOE -NAILED)
3 - 8d
3 -10d
PER RAFTER
CEILING JOIST TO TOP PLATE (TOE -NAILED)
3 - 8d
3 -10d
PER JOIST
CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED)
RAFTER SLOPE: 3:12 (HEEL JOINT)
4:12
5:12
7:12
9:12 AND GREATER
22 -16d
17-16d
14-16d
10 -16d
8 -16d
22 - 40d
17-40d
14-40d
10 - 40d
8 - 40d
EACH LAP
CEILING JOIST LAPS OVER PARTITION (FACE -NAILED)
RAFTER SLOPE: 3:12
4:12
5:12
7:12
9:12 AND GREATER
22 -16d
17-16d
14 -16d
10-16d
8 -16d
22 - 40d
17-40d
14 - 40d
10-40d
8 - 40d
EACH LAP
COLLAR TIE TO RAFTER (FACE -NAILED)
RAFTER SLOPE: 3:12
4:12
5:12
6:12 AND GREATER
7 -10d
6 -10d
4-10d
4 -10d
7 -12d
6 -12d
4-12d
4 -12d
PER TIE
BLOCKING TO RAFTER (TOE -NAILED)
2 - 8d
2 -10d
EACH END
RIM BOARD TO RAFTER (END -NAI LED)
2 -16d
3 -16d
EACH END
WALL FRAMING
TOP PLATE TO TOP PLATE (FACE, -NAILED)
2 -16d
2 -16d
PER FOOT
TOP PLATES AT INTERSECTIONS (FACE -NAILED)
4 -16d
5 -16d
JOINTS -EACH SIDE
STUD TO STUD (FACE -NAILED)
2 -16d
2 -16d
24" O.C.
HEADER TO HEADER (FACE -NAILED)
16d
16d
16" OC ALONG EDGES
TOP OR BOTTOM PLATE TO STUD (END -NAILED)
2 -16d
2 - 40d
PER STUD
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR
BLOCKING (FACE -NAILED)
2 -16d 2
2 -16d°2
PER FOOT
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED)
4 -8d
4 -10d
PER JOIST
BRIDGING TO JOIST (TOE -NAILED)
2 - 8d
2 -10d
EACH END
BLOCKING TO JOIST (TOE -NAILED)
2 - 8d
2 -10d
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE -NAILED)
3-166
4 -16d
EACH BLOCK
LEDGER STRIP TO BEAM (FACE -NAILED)
3 -16d
4 -16d
EACH JOIST
JOIST ON LEDGER TO BEAM (TOE -NAILED)
3 - 8d
3-10d
PER JOIST
BAND J0I5T TO JOIST (END -NAILED)
3 -16d
4 -16d
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED)
2 -16d
2 -16d
PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS:
INTERIOR ZONE 5
PERIMETER EDGE ZONE 5
3
20
PANEL
EDGES
INTERMEDIATE
SUPPORTS
8d
10d
4"
6"
8d
10d
4"
4"
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK
8d
10d
4"
4°
CEILING SHEATHING
GYPSUM WALLBOARD
5d COOLERS
5d COOLERS 77EDOE
/ 10" FIELD
WALL SHEATHING
STRUCTURAL PANELS/HARDBOARD
3
3
PANEL
EDGES
INTERMEDIATE
SUPPORTS
INTERIOR ZONE 6
4' EDGE ZONE 6
8d
10d
6"
6"
8d
10d
6"
6"
FIBERBOARD PANELS:
7/16"
25/32"
6d 3
8d 3
-
-
3" EDGE / 6" FIELD
3" EDGE / 6" FIELD
GYPSUM WALLBOARD
5d COOLERS
5d COOLERS
7EDGE / 10" FIELD
PARTICLE BOARD PANELS
8d
8d
SEE MANUFACTURER
FLOOR SHEATHING
STRUCTURAL PANELS:
1" OR LESS
GREATER THAN 1"
8d
10d
10d
16d
6" EDGE / 12" FIELD
6" EDGE / 6" FIELD
NAILING NOTES
1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL
EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD
PATH.
2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER
OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 -16d PER FOOT.
3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK
IBC FOR ADDITIONAL REQUIREMENTS.
4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS.
S. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING
4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT
REQUIREMENTS SHALL BE USED.
6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT
REQUIREMENTS SHALL BE USED.
Table 3.4 Ridge Tension Strap
Connection Requirements
020mph)
Roof,
Pitch
Roof
Spon(ft)
#k of 8d nails in each
end of 11/4" 20
gage strap
3:12
12
4
20
16
6
5
20
7
32
24
8
7
28
-
16
32
-
5
36
-
4:12
12
3
8
16
4
19.2 12
20
5
5
24
6
24
28
7
8
32
8
36
36
-
5:12
12
3
20
16
4
-
20
4
32
24
5
-
28
6
7
32
7
3
36
7
6:12
12
3
4
16
3
13
20
4
3
24
5
5
28
5
3
32
6
6
36
7
7:12-
12:12
12
2
9
16
3
3
20
4
4
24
4
3
28
5
5
32
6
3
36
6
Table 3.38 Uplift Strap Connection
Requirements (120 mph) (Roof to
wall, Wall to wall, and wall to
foundation) (Prescriptive
Alternative to Table 3.3)
Framing Roof Span
Spacing (ft)
#i of 8d nails in each
end of 11/4" 20 gage
strap
12 12
3
16
4
20
4
24
5
28
5
32
6
36
7
16 12
4
16
5
20
5
24
6
28
7
32
8
36
-
19.2 12
5
16
5
20
6
24
7
28
8
32
-
36
-
24 12
6
16
7
20
8
24
-
28
-
32
-
36
-
Table 3.7 Rafter/Ceiling Joist Neel Connection Reciuirement5 for
20 p5f Roof Live Load
(Prescriptive Alternative to Table 3.3)
Rafter
Roof Span (ft.)
12
20
28
36
Spacinq
Rafter
Rafter
# of 16d Common nails
Slope
Spacing
per Heel Joint Splice
3
(in.)
8
3
12
4
6
8
11
3:12
16
5
8
11
14
24
7
11
16
21
12
3
5
6
8
4:12
16
4
6
8
11
24
5
9
12
16
12
3
4
5
7
5:12
16
3
5
7
9
24
4
7
10
13
12
3
3
4
5
7:12
16
3
4
5
6
24
3
5
7
9
12
3
3
3
4
9:12
16
3
3
4
5
24
3
4
6
7
12
3
3
3
3
12:12
16
3
3
3
4
24
3
3
4
6
X 32/20 =
UPLIFT STRAP CONNECTION REQUIREMENTS:
(ROOF TO WALL, WALL TO WALL, AND WALL TC
FOUNDATION) PER WFCM TABLE 3.38
NUMBER OF 8d COMMON NAILS IN EACH END OF
11/4'x 20 GAUGE STRAP (SIMPSON C920 OR
EQUAL):
ROOF SPAN 16- USE 4 NAILS
ROOF SPAN 20'- USE 5 NAILS
ROOF SPAN 24'- USE 6 NAILS
ROOF SPAN 28'- USE 7 NAILS
ROOF SPAN 32'- USE 8 NAILS
Table 3.3A Rafterkeiling Joist to Top Plate Lateral and Shear
Connection Recluirement5 (I 20mph)
(Prescriptive Alternative to Table 3.3)
Rafter
Wall Height
Number of 8d Common nails
Ceiling Joist
(ft.)
(Toenailed) Required in each
Spacinq
Rafter and/or Ceiling Joist
(in.)
# of 16d Common nails
to Top Plate Connection
12
8-10
3
16
8
3
12
10
4
24
8
5
16
10
5
NOTE:
ALL STRAPPING SHALL BE 1%4 X 20 GAGE(SIMPSON
C920 OR EQUAL) AND SHALL HAVE A MINIMUM
BEARING OF 12" ALONG RAFTER/STUD/JOIST
FACE (TYPICAL FOR ALL CONDITIONS)
Table 3.7(Modified) Rafter/Ceiling Joist Heel Connection Recluirement5
Converted for 32 p5f Roof Snow Load
Roof Span (ft.)
12
20
28
36
Rafter
Rafter
# of 16d Common nails
Slope
Spacing
per Heel Joint Splice
(in.)
12
7
10
13
18
3:12
16
8
13
18
23
24
12
18
26
34
12
5
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JOB #:
August 2E, 2014
SHEET NUMBER:
A-
5
A
HAR ION RESIDENCE INTERIOR ALTERATIONS
CODE ANALYSIS
OCCUPANCY: Residential Single Family Detached
REFERENCE STANDARDS:
Residential Code of New Yoirk State
Wood Frame Construction Manual AF f PA (2001)
Climate Zone: 11B
Degree Days: 5750
DESIGN LOADS:
Roof. 20 psf ground snow load
Basic Wind Speed: 110 mph
Uplift. 18.1#
Dead Loads: 10 psf
Table R301.4
Minimum Uniformly Distributed Live Loads
(in Pounds per Square Foot)
Use
Live Loads
Exterior Balconies
60
Decks
40
Passenger Vehicle Garages
50
Attic without storage
10
Attic with storage
20
Rooms other than sleeping rooms
40
Sleeping Rooms
30
Stairs
40
Guards and handrails
200
DEFLECTION LIMITS:
Rafters with no finished ceiling attached: 11180
Floors: L/360
ENERGY NOTES
1. Calculations are valid up to 59.9.9 degree days.
2. Certified conformance for Zone 11B.
3. Wood framed floors, walls and ceilings shall have an approved
vapor barrier (permeance rating of 1.0 perm) installed on the
"warm in winter" side of thermal insulation.
4. Windows and sliding doors shall have a max. air infiltration
rating of 0.3 CFM per square foot of window area. Swinging
doors shall have a max. air Infiltration rate of 0.5 CFM per
square foot of door area.
S. Skylight shafts shall have a minimum insulation value of R-19.
6. Garages - front, sides, doors, interior shall have max. U=.40
7. All fireplaces hall be provided with a damper for outside
combustion air 150-200 CFM. All flues shall have tight seated
damper with a max. air leakage of 20 CFM. All fireplaces
shall have tight- fitting non-combustible doors.
8. The Contractor shall submit the design, size and type of
mechanical systems which will be used, in sufficient detail, as
required by the Building Department.
9. All thermostas shall be adjustible from 55 degrees to
85 degrees Forenheit.
10. All ducts and pipes shall be insulated as required by code.
11. HVAC Contractor shall verify heat loss calculations.
12. All cellar and/or basement doors shall be insulated.
13. The Architect certifies that to the best of his knowledge,
Belief, and professional judgement that the plans are in
compliance with the Energy Conservation Construction Code
of New York State. (July 3, 2002)
ASPHALT ROOF SHINGLE NOTES
1. Asphalt roof shingles shall have self-sealing strips or shall be
interlocking and shall comply with the requirements of ASTM D-225
or D-3462
2. All fasteners for asphalt roof shingles shall be galvanized steel,
stainless, aluminum, or copper roofing nails. Fasteners shall be
minimum 12 gage shanked with a minimum 3/8" dia. head, and of sufficient
length to penetrate through the rooflng materials and the sheathing.
3. Asphalt roof shingles shall have the mimimum number of fasteners as
required by the manufacturer.
4, For normal applications, asphalt roof shingles shall be secured to the
roof with no less than four (4) fasteners per strip shingle or two (2)
fasteners per individual shingle.
S. Asphalt strip shingles shall have a minimum of six (6) fasteners per
shingle where the eave is 20 feet or higher above grade or where the
base wind speed is 120 mph or greater.
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
LOAD
WIND
(SPEED IN
MPH
SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE BY
WINTER
DESIGN
TEMP.
ICE SHEILD
UNDERLAY-
MENT
REQUIRED
FLOOD
HAZARDS
AIR
FREEZING
INDEX
WEATHERING
FROST LINE
DEPTH
TERMITE
DECAY
20 PSF
110
"C"
SEVERE
3'-O"
MOD. TO
HEAVY
SLIGHT TO
MODERATE
11'
YES
AE
500
GENERAL CONSTRUCTION NOTES:
1. All work shall conform to the requirements of the New York
State Building Code; all work shall also conform to the
requirements of any other Codes and authorities having
jurisdiction. The Contractor shall obtain and arrange for all
required permits, nspection, certificates and tests.
2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing
capacity; contractor shall have the level of acceptable bearing
strata verified in the field.
3. All concrete work shall conform to requirements and
recommendations of ACI -318-99 "Specifications for Structural
Concrete for Buildings" (fd--3000 psi); All exposed
slabs, garage slabs, and steps shall be 3500 psi air -entrained.
Reinforcing steel shall conform to ASTM A-615 Grade 60.
4. All framing members shall be Hem -Fir #1 (Fb = 975psi);
provide (2) 2x8 header over all wall openings, unless
otherwise noted.
5. Micro -lam girders (ML) shall be laminated veneer lumber with
E_2,000,000 PSI. Fb = 2,800 PSI, as manufactured by
TRUS-JOIST McMILLAN.
6. Double frame around all openings, under parallel walls and
under bathtubs. Provide Simpson hanger connections at all
}lush structural load bearing conditions.
7. All concrete block shall conform to ASTM C90; Mortar shall be
Type .M„
8. All steel work shall conform to the requirements of the RISC
".specifications for Design, Fabrication and Erection of
Structural Steel for Buildings". Steel shall conform to
ASTM GRADE 36.
9. All electrical work shall conform to local NEC and Underwriters
Laboratory requirements.
10. FPre4abricated fireplaces and flues shall be UL approved.
11. Install smoke detectors and carbon monoxide detectors in
accordance with all state and local code requirements.
12. The Contractor shall verify all existing conditions before
starting construction and shall notify the Architect of any
ambiguities or discrepancies before proceeding with
the work. If any questions arise before or during construction
cis to the intent or details of the drawings, the contractor
shall call the architect, Mark Schwartz, at (631) 734-4185 for
cllarification and/or instructions. If the contractor fails to
follow the above procedure, he shall assume all responsibility
for the consequences of his actions and/or decisions.
13. The owner shall arrange for supervision of the construction
work to ensure compliance with the contract documents.
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CODE REFERENCES:
FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles R401.4, 8401.4.1,
R402.2, R404.1 AND 8408.1 THRU 408.3
ANCHOR BOLT SIZE AND SPACING: Refer to 2001 AFPAiWFCM Table 3.2A.
PROTECTION AGAINST DECAY: Refer to Section 8319
PROTECTION AGAINST TERMITES: Refer to Section R320
FLOOR SYSTEM: Shall comply with Choper 5 and AFPA/WFCM 2001 Section 3.3.
WALL BRACING SYSTEM: Shall comply with Sections R602.8,602.10, R602.10.10,
R613.2, AND R613.3
WINDOW ANCHORAGE: Shall comply with Section R613.5
WINDOW MULLIONS: Shall comply with Section R613.6
EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, R703.4 Refer to
Table R703.4 for weather -resistant Siding Attachment and Minimum Thickness. Refer to
Table R703.5.2 for Wood Shakes or Shingles.
FOAM SIDING BACKER BOARD: Shall comply with R314.2.5
ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and AFPA/WFCM 2001 Refer
to Rafter Span Tables R802.5.10) and (2).
ROOF ASSEMBLIES: Shall comply with Section 8902, R903 and R904.
ROOF SLOPE: Shall comply with Section R905.2.2
ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) fasteners per strip
shingle or (2) fasteners per individual shingle (R905.2.6)
INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread and smoke-densl y
requirements of Section 8315.
INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section R316.
GYPSUM BOARD: Shall conform to Section R702.3.
MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Section
8307.
STAIR LANDING: Shall comply with section 8311.5.4
STAIRWAY: Shall comply with Section 9311.5
HANDRAILS: Shall comply with Section R311.5.6
LIST OF DRAWINGS
71 GENERAL NOTES, CODE REFERENCES, ENERGY CALCULATIONS
Al EXISTING FOUNDATION It FLOOR PLANS AND EXISTING ELEVATIONS
A2 PROPOSED FLOOR PLAN, DOOR t WINDOW SCHEDULES
A3 ELEVATION, PLUMBING RISER DIAGRAM, ENLARGED KITCHEN LAYOUT
A4 SECTIONS
A5 NAILING SCHEDULE
REVISIONS:
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DRAWN: JLM
SCALE: AS NOTED
JOB #:
August 28, 2014
SHEET NUMBER: