HomeMy WebLinkAbout37359-Z p �t tip Town of Southold 8/17/2018
P.O. Box 1179
53095 Main Rd
Southold,New York 11971
r.rsrR
CERTIFICATE OF OCCUPANCY
No: 36317 Date: 6/25/2013
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 1375 Westwood Ln, Greenport
-------------
SCTM#: 473889 Sec/Block/Lot: 33.-2-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/8/2012 pursuant to which Building Permit No. 37359 dated 7/12/2012
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:
one tat oily d,Kq lin with �.t ifi i hed 1��senient, coveredMfron crit y and twrya�_ � garage wider as applied J."ar.
The certificate is issued to Sakarellos, Elizabeth
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0055 3/15/13
ELECTRICAL CERTIFICATE NO. 37359 3/18/13
PLUMBERS CERTIFICATION DATED 6/18/13 B c1i Plum ing
.,lacy ",z Signature
'P;TION I& Town of Southold Annex 6/25/2013
P.O. Box 1179
54375 Main Road
Southold, New York 11971
i
r
CERTIFICATE OF OCCUPANCY
No: 36317 Date: 6/25/2013
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 1375 Westwood Ln, Greenport,
SCTM #: 473889 Sec/Block/Lot: 33.-2-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
6/8/2012 pursuant to which Building Permit No. 37359 dated 7/12/2012
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:
modular one family dwelling with unfinished basement covered front entry and two car garage under as applied for
The certificate is issued to Sakarellos, Elizabeth
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0055 3/15/13
ELECTRICAL CERTIFICATE NO. 37359 3/18/13
PLUMBERS CERTIFICATION DATED 6/18/13Branch Plumbing
- —
o AS ature
0 Mot OF SOUTHOLD
BUILDING DEPARTMENT
q �x
TOWN CLERK'S OFFICE
a ��' SOUTHOLD, NY
yao`,,
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 #: 37359 Date: 7/12/2012
Permission is hereby granted to:
Sakarellos, Elizabeth
PO BOX 408
Greenport, NY 119440408
To: construct a new Family Single g y Dwellin g (modular) with a covered front porch & garage
under as applied for
At premises located at:
1375 Westwood Ln, Greenport
SCTM # 473889
Sec/Block/Lot# 33.-2-3
Pursuant to application dated 6/8/2012 and approved by the Building Inspector.
To expire on 1/11/2014.
Fees:
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,760.00
CO -NEW DWELLING $50.00
Total: $1,810.00
Building Inspector
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:
I. 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 (prim-to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
L Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
leatmes.
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
I . 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 accessoiy building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-esistiugBuilding- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
S. Temporary Certificate of Occupancy - Residential $15.00, Commercial $I5-00
Date ---
New Construction: Old or Pre-existing Building: (checkone)
Location of Property: 3 S W E-775TLA)OOD L/y/ 7 �- lU °U/Z7_
House No. Street Hamlet
Owner or Owners of Property: _ e -I - q c TH S4 K✓ 1?_ Z L_ 5
Suffolk County Tax Map No 1000, Section 3 3 Block Lot 3
Subdivision 2J-n1'LIA1(n L%14.S7E_)eAJ S/-1b0Z S_ Filed Map. Lot:
Permit No. 2D 3 Date of Permit. - a - Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fcc Submincd $
�plicant Signature
�,�vS0Ff0(RC�?;
Town Hall Annex �4�p� 4 Telephone(631) 765-1802
54375 Main Road Fax (631) 765-9502
P.O. Box 1179 or �
Southold, NY 11971-0959 'pyo! �a0� roger.richert(a_town.southold.nv.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Sakarellos
Address: 1375 Westwood La City: Greenport St: NY zip: 11944
Building Permit#: 37359 Section: 33 Block: 2 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: T Metz Elec License No: 4525-me
SITE DETAILS
Office Use Only
Residential X IndoorX Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph 200 Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel 200 A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 1-20E Emergency Fixtures Time Clocks
Disconnect 2001 Switches 1 81 Twist Lack Exit Fixtures TVSS
Other Equipment: 200a underground service to modular house NY State approval #19-55408
Mfg,W estchester Modular,serial#12003-5982,additional work in basement
Notes:
Inspector Signature: gc t Date: March 18 2013
Electrical Certificate.xls
Town Hall Annex ~ -
.16 Telephone(83t)765-1802
54375 Main Road Fax(63 p,765-9502
P.O.Box 1179 to-
Southold,
Southold,New York 11971-0959
�� � '
�7 �r
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: / b
Building Permit No. 3-735q
Owner: �iL/ZLLCl7iC�'�11 QS
(Please print) p�J
Plumber:
(Please
I certify that the solder used in the water supply system contains less.than 2/10 of I%
lead.
Sworn to before me this I�
day of�. 201 —
Notary Public - State of Now York - - - -
No. 01MA6243892
- dualified in Suffolk County - - - -
my commission Expires July 25, 2015
Notary Public, aj(tt 1L- County i
' i
373 � ho��OF SOUTyy6
f®+F
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: o
DATE L INSPECTOR
�o#OF SOOly�6
f®�
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
SPECTION
[ OUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE l INSPECTOR
3 73 ho��,OF SOUTy�6
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
NSPECTION
[/IFOUNDATION
OUNDATION IST [ ] ROUGH PLBG.
[ 2ND [ ] INSULATION
[ ]
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ) ELECTRICAL (ROUGH) [ ] ELE
REMARKS:
DATE INSPECTOR
TOWN OF SOUTNOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
tDATI [ ] INSULATION
IN /STRAPPING [ ] FINAL
] FIREPLACE NEY [ ] FIRE SAFETY INSPECTION
I ]
FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL(FINAL)
REMARKS:- I A-),- LIZ, 1,r
6
DATE / � INSPECTOR
�pf SO!/Ty
X03► 06
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLOG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 2� INSPECTOR r
how, sf snaryo6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL)
REMARKS:—
DATE
EMARKS:DATE b�f Y INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
1 NSPECT N
( ] FOUNDATION IST [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (RO GH) pp [ ] ELECTRICAL (FINAL)
REMARKS:
/'oo
DATE INSPECTOR
SOUTy�6
M�
TOWN OF SOUTHOLD BUILDING DEPT.
M 765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) }] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTORS
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTIO
[ ] FOUNDATION 1ST [ ] ROU PLEIG.
[ ] FOUNDATION 2ND [ ] ULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECT AL (ROUGH) [ ] ELECTRICAL (FINAL)
R E M A R
,1�/ T% ✓ PGS/-
GJ /r-74
DATE ` INSPECTOR f `'f
*OF SOUTy�6
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I ULAT
i
[ ] FRAMING / STRAPPING [ FIN
[ ] FIREPLACE & CHIMNEY [ ] FIR Y INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: n CC
DATE �� INSPECTOR
& 1 I d i y� �evvh't�
4- 3 --351
1 Elizabeth Sakarellos, owner of 1375 Westwood Lane, Greenport New York am in the process of getting
estimates for landscaping. Due to my current rental agreement expiring on May 31, 2013, 1 will be
unable to complete the landscaping prior to my moving in. We will distribute the topsoil that we have
and seed and plan on landscaping properly by the fall.
Please take this into consideration.
a you,
�W v r n foe Yvi� Nary PuWTOTof New York
CSS J /I 3 1
No.01
190696
l 3 0uelffiW in Suffolk Courky
Commission Expires July 2R.2 �j
FIELDIl�i3PEON REPORT DATE COMMENTS
FOUNDATION(1ST)
r
FOUNDATION(2ND)
w o
G
ROUGH FRAMING& lr y
PLUMBING 2
G
w
INSULATION PER N.Y.
H
STATE ENERGY CODE
FINAL
1a0ol ADDITIONAL COMMENTS
ep
o
'd / Vic
z
z
.. a
FIELD INSPECTION REPORT DATE CONZIENTS a
FOUNDATION(1ST)
baa
2
FOUNDATION(2ND) ��
� o
1 y
ROUGH FRAMING&
►1
PLUMBING
Q
O
0
INSULATION PER N.Y.
STATE ENERGY CODE
3 1
w �
O
FINAL 7
`F-
3
ADDITIONAL COMMENTS
c 3
2#7 1Z k^ M o
F �
c ' c CA�,
. R
1°z
70�
bd
w
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3� � Check
Septic Form
n n � N.Y.S.D.E.C.
U Trustees
D
C.O.Application
Flood Permit
Examined ,2018. JUN . 8 2012 Single&Separate
Storm-Water Assessment Form
BLDG.DEPT. ontact:
TOWN OF SOUTHOLD ��; 11
Approved 20� , Mail to: OW
Disapproved a/c
Phone:
Expiration 20_1Z
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date (0 , 20 1 ),
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
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for r io 1 or demolition asliefein de t
ribed. The
applicant agrees to comply with all applicable laws, ordinances, building co e,ho ing co e, and reg lations, iqd to admit
authorized inspectors on premises and in building for necessary inspections
( ignature of applicant or name, if a corporation)
p- • fax �-f�o� C���l►�� �`�
(Mailing address of applicant) C t�Lpy
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder //
0
Name of owner of premises L-I 6 C—P-f S4 k qX)E L--i-OS
(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:
House Number Street Hamlet
County Tax Map No. 1000 Section 3-3 Block 1=2 Lot 3
Subdivision Si/2L(A)(1 SLb9OFiled Map.No. 4+--)-(o Lot S
2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy t0rl +�t
3. Nature of work(check which applicable): New Building_, y Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost
U
(To be paid on filing this application)
5. If dwelling, number of dwelling units - Number of dwilling units on each floor
If garage, number of cars a
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. dIT
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Sg Rear 5K Depth 7-3 to
Height Number of Stories
9. Size of lot: Front 1141 Rear (00 Depth /f,h, /4
10. Date of Purchase 1 qQ Z- Name of Former Owner
11. Zone or use district in which premises are situated kst 44a
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES "/NO ' Will excess fill be removed from premises? YES NO
EL/Z-)473 e7v 2!" A L�t cr-,,00,0 a riz
14. Names of Owner of premises A-R`Z-�-osAddress Ct47Z-P+-0C2 to 6 Phone No.16g4d
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V
* 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.
18. Are there any covenants and restrictions with respect to this property? * YES NO V
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY O
t,[ 12-r,`ka,-& SOJAg—c-e-,,,t I Q5 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the 6-1011zvl-
(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 tq�efore me this
p� da of C l "VICKI TOTH
---- H1`fState
ateof New York
Qualified in Suffolk Coun
ires July 28.. 2-14 ------
Notary Public Signature of Applicant
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Sou tholdTown.North Fork.net PERMIT NO. Check
Septic Form
�n N.Y.S.D.E.C.
F[ BLDG.
U D Trustees —
C.O. Application
��� Flood Permit
Examined t"— � ,200— JUN � 8 2012 Single& Separate
Storm-Water Assessment Form
DEPT. ontact:
TOWN OF SOUTHOLD
Approved �.30 / Y � Mail to: ew
Disapproved a/c 1,9-efzt.-7.5
Phone: (OtG—Qb3 -3-Bg`�
Expiration I 2- 20191
Building Inspector
APPLICATION FOR BUILDING PERMIT pp
Date EO 20 �oZ
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
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 propose 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 r mo I or demolition as ein de ribed. The
applicant agrees to comply with all applicable laws, ordinances, building co , ho ing co e, and reg lations, d to admit
authorized inspectors on premises and in building for necessary inspections
( ignature of applicant or name, if a corporation)
�. 6o 40"x' (�, j
(Mailing address of applicant) ( 1144
State whether applicant is owner, lessee, agent, architect. engineer, general contractor, electrician, plumber or builder
Ai EIP
Name of owner of premises K"q/ZELtf
(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.
I. Location of iand on which proposed work will be done: /'
=j -7 ..5 L.v ��I (r'UO.� L/3/U� �-1"C'.c JW'l-Hyl.-1
House Number Street Hamlet
County "fax Map No. 1000 Section ;) Block Lot
Subdivision si/2LInJLi t;klSTe'1f-n1 SybR�iledMapNo. 4`F-)-( Lot 4S
A-Lo to I lag 5
2. State existing use and occupancy of premises and intended �e and occupancy of proposed construction:
a. Existing use and occupancy f�/ _
b. Intended use and occupancy (��� ►ti ✓�d 1 y W E—LL.( �J G
3. Nature of work (check which applicable): New Building , Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost
(To be paid on filing this application)
5. If dwelling, number of dwelling units _Number of dwilling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. W14-
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 5g Rear 5$ Depth Z5I- to
Height Number of Stories 02
9. Size of lot: Front Z Rear (p0 Depth 166 . /4'
10. Date of Purchase I q Q Z Name of Former Owner
�'
11. Zone or use district in which premises are situated k SI dlr) a 40
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V"
13. Will lot be re-graded? YES V/NO Will excess fill be removed from premises? YES NOy1
Et-/Z143C774 2tou nAcc.���� rza
14. Names of Owner of premises 4-A-/,'-#4e-Ct-o sAddress C147-Z-k'06 u C Phone No. 16'I(o) 2-63 -qe' l
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* 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 O
6L I? `� �C� ,r ?���Q� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tQ before me this
VICKI TOTH
te o
l �o OI1f061906 Now York
f, �_.�- Qualified in Suffolk Coun.%
fres July 28 ? •j. --------
Notary Public Signature of Applicant
Town of Southold - Chapter 236 - Stormwater Management
SWPPP Storm Water Pollution Prevention Paln Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPLICANT MAME: Owner-Agent-Consultant-Contractor orolher(Circle One) Property OWNER:(N Different than Applicant)
SLI �3ETH Kf9 >✓
Address: P- V- Qc)x +0 V ���i Address:
Telephone Y: V r3J �Io�T Fax,/#}:,. I 1 Telephone P. Fax p:
E-Mail: `1 �SA*k-@o 1 �.NL-(k) .A)ET E-Mail:
Property Address: 13-:f-S W I=Sl� L-Ai-NE rid Description of Construction Activity,Proposed Structural BMPs,Soil
S.C.T.M.M. 1000 33eL 3 Stabalintion BMPs,Project Scope and/or Sequence of Construction Activity
19;0 aactbn Bbak Let (Pnwida AddgbnY Paget as Needed)
Nems o/Conbxtor andlw Contact Person Responsible for Implementation ot SWPPP:
q�.r� Li 1 1C-1tt
1r-D
Address: kVv KAA-V";Jl /kVGr -- - -
TekPhorreK: Fax
E-Mail: �I
1-WI.Ja.�zlCa iia✓ kt�,d flo✓f�sS -
I/IName of Persons Responsible kr Instillation 6 Malntenana off Erosion Control Practice: ( )� ��+pn
Its
"dress:
/7�_L�.1/ C_
Telephone k: V \ Fax P:
E-Mall:
Total Area of All Total Area of Land!Clearing
Prgecl Parcels: andfor Ground Disturbance: I'S F y Yj �. X as
I
(S F.l xaol
Project Duration: M Start E _C.__ .n_r.__ `I�....f_f__�V�I
L _..
(Anticipated) \�� Date:.-, l S Data:
IN�me..acwwo l 1� 1 may,. Al
Will this Project Disturbe five(5)or More Acres at 0 '�,( ^tl 1 V
Any One Time During the Proposed Development? Yes No ^' - /]��_..
If YES:Please Answer the Following) .. ( �_. _„_- _'V u y✓lav I e V 1
a. Does the Applicant have a Qualified Inspector On 1 �1 , •_,t oZ
Staff To Conduct the Required Inspeclions? Yes No V r I t -
VA
b. Does the SWPPP Indicate How Frequently the Site I&D List the NAMES or description of all Potentially Impacted Was rbodies andfor Wetlands:
Inspections will Occur and for What Period of Time? rY-�es No a 1
c. Does the SWPPP Adequately Identify All Temporary I ✓ I D .. ,.------ --
and/or
_ __and/or Permanent Soil Stabalization Measures? Yes No -------
d.
---d. Does the SWPPP Adequately Identify a Complete �Q - ---- -- - -- -- ------ ------
Project Phasing Plan 7 Yes/ No Status of Impacted Waterbody:(eg.TMDL,W3(d)Listed, IreA
e. Does the SWPPP Indicate Additional Site Specific L✓ J
Practices that Will be Utilized to Protect Water Quality? Yes No _
f. Has the Applicant Submitted a Completed DEC Notice
OF Intent and SWPPP Acceptance Form for Review ��/ Type of Impacted Waterbody:leg.Lake,Creek,Sat,�d,Sound,Freshwater WetlaM.)
Q I v1
by the Town of Southold? Yes No
STATE OF NEW YORK,
JC�OUNTY OF............................................SS
That I, ..1-.1. �...�!I t �":�' being duly sworn,deposes and says that he/she is the applicant for Permit,
......... ... . .
(Name of kdividual signing Document)
And that he/she is the ............................................. (/1
_�' Lu....0—............. ..'...............................................................
(owner.Commclor,Agent.Corporate ai
Owner and/or representative of the Owner or Owners,and is duly authorized tof4lorm or have performed the said work and to
make and file this application;that all statements contained in this application a to the best of his n edge and belief;and
that the work will be performed in the manner set forth in the application fre -
Sworn to before me this;
............--..........�'................ Dr f�✓�.�...................,20.1(.
Nowy Public. (-"r� . y��a�l tai
NotarpPubt6C S�toroF New
No.Olf 6190696 (syeatureofAppgranl)..............
SWPPP Assessment FORM: 03-12 rommutninu Expires July 28,12;(
061V Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPEIm LocnnoN: s.c.r.M.a: THE FOLLOWING ACTIONS MAY REgUIRE THE SUBMISSION OF A
C �j STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
rsv ct Sacban loc Lot CERTIFIED BY A DESIGN PROFEssioNAL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION rTEM# / WORKASSESSMENT Yes No
a. What is the Total Area of the Project Parcels? I Will this Project Retain All Storm-Water Run-Off
(Include Total Area of all Parcels located within I$s (� Generated by a Two 2
the Scope of Work for Proposed.Construction) ( 'll Inch Rainfall on Shite /�
b. What Is the Total Area of Land Clearing (S.F.rA.pea) (TMs item will indust all io nact created by site ,L/
clearing and/or construction activities as well as all
andfor Ground Disturbance for the proposed I 0 UO Site Improvements and the permanent creation of
construction ac"?
(SF./Apes) impervious surfaces.) -
PROVIDE BRIEF PROJECT DESCRIP'ITON Provide Atldemal Pe 2 Does the Site Plan and/or Survey Show All Proposed D
Pager as NBatle°I Drainage Structures Indicating Size&Location?This
+ Item shall include all Proposed Grade Charges and '
ran cru c�tt rr' o Sin u I e- Slopes Controlling Surface Water Flow.
1rJ 3 Does the Site Plan and/or Survey describe the erosion
V1t 1 1 ✓QS 1 diem ice— i(rvj and sediment control practices that Will be used to
L' control site erosion and storm water discharges. This
(1 1 JW item must be maintained throughout the Entire
1 _ Construction Period.
k"7
4 Will this Project Requireerry Land Filling,Grading or
��y,�p,�►1 p hri f S e .,_ J Excavation where there is a change to the Natural ❑
Existing Grade Involving more than 200 Cubic Yards
( 1✓th � Q�� n jl_G of Material within any Parcel
rj Will this Application Require Land Disturbing Activities
5� �L Encompassing an Area in Excess of Five Thousand
(5,000 S.F.)Square Feet of Ground Surface?
- 6 Is there a Natural Water Course Running through the ElSite? Is this Project within the Trustees jurisdiction
General DEC SWPPP Regulrements: or within One Hundred(100')feet of a Welland or
Submission of a SWPPP is required for all Construction activities involving soil Beach?
disturare part
of a of one(t)or more acres including disturbances disturb
of less than one acre that 7 Wilt there be Site preparation on Existing Grade Slopes❑
are part of Construction larger mmmon plan Mat will ultimately antes ones more aces a Wnw which Exceed Fifteen(15)feet of Vertical Rise to
inctud(ng sdetermiactivities InvolvSPDE ng soil disturbances a less than one(1)ape where One Hundred(1007 of Horizontal Distance?
the DEC has determined That a SPDES pemut is required for storm"ter discharges.
(SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious E]for Storm Water Discharges from Constmctbn activity.Permit No.GP-0.10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off
1.The SWPPP shall be prepared prior to the submittal of the Not.The Not shall be Into and/or in the direction Of a Town right-of-way?
submitted to the Department prior to the commencement of construction activity.
2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material,
required,post-constmctlon storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of an ❑
constructed to reduce the Pollutants in storm water discharges and to assure y
compliance with the terms and conditions of this Item Within the Town Right-Of-Way or Road Shoulder
W permit. SWPPP the Area?mors cam cam Nor terNde me Mstalaaona
identify potential sources a pollution which may reasonaby be effected to affect the pdyewyAtxena.)
quality of storm water discharges. NOTE N Any Answer to Questions One through NIM is Answered with a Check Mark
3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Ade in area,
component shall be prepared by a qualified Design Professional Licensed In New York a Storm water,Grading,Drainage&Erosion Control Plan is Required by ftTeam of
that is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance OF Any Building ParmlL
(NOTE: AChad,Mark(,f)and/or Arev rfor aad,Ouculon b Required for a Complete ApprcaypQ
STATE OF NEW YORK, S,. / y
rr COU rN-TY OI F..........`.''r..i.............................SSS
That I,..G I�.?rL�.me of In ividu...�� `�.�:Y..:�..�^�emg duly sworn,deposes and says that he/she is the applicant for Permit,
(Name a Individual signing Document)
Andthat he/she is the ......................................................... .. ��. .................................................
(Owner,Contraobr,Agent.Coryorete OMcer,etc.)
Owner and/or representative of the Owner or Owners,and is drily authorized to perform or have performed the said work and to
make and file this application;that all statements contained in this application are a the best of his knowledge and belief;and
that the work will be performed in the manner set forth in the application filed h tical
Sworn to before mee/ this;
. .........(.. .. y. of . —(�.�.�...
. .. . 2
0.
VICKI TOTHNotary Public: ....
....-.............NojalYPubLt'C .State ofNYork ...... ... ..................... .
No.017ew 06190696 .......
(SignaNre a Applicant)
FORM - 06110 Commission Expines July 28,2 1
06/14/2012 12:00 FAX 516 742 0675 M%M ABSTRACT 2002
M.K.M.
Abstract Services Inc.
238 Mineola Boulevard -Mineola,N.Y. 11501 -516-742-4700
M.K.M. ABSTRACT SFRVICES,INC. does hereby certify to the:
T14E TOWN OF SOUTHOLD
That it has caused a search to be made in the Office of the Clerk of the County of Suffolk in State
of New York for the period from 10/14/1957 to date against the premises and the premises
adjacent thereto on all sides and has found on the returns as set forth therein as to the premises
described in Schedule "A" as they bear on record title; and does certify that the owners of the
premises described in Schedule "A" have owned the same in single and separate ownership as
defined by the law during this period of time, except as otherwise shown herein.
The Company's liability is limited to Twenty Five Thousand ($25,000.00)Dollars for negligence
only.
No policy of insurance is to be issued hereunder.
M.K.M_ ABSTRACT SER-�TCES, INC.
By: Michael B. Lione,Esq.
MKM-S-22612
Dated: 6/18/04
MBL/tml
ALL that certain plot, piece or parcel of land, with the buildings thereon erected, situate, lying
and being near Greenport Village, Town of Southold, County of Suffolk and State of New York
and described as Lot Number 75 on a certain map entitled, "Map of Eastern Shores at Greenport,
Section 2", filed in the Office of the Clerk of the County of Suffolk on August 10, 1965 as Map
Number 4426.
FOR CONVEYANCING ONLY AND NOT FOR POLICY
TOGETHER WITH beach rights and access thereto as described in grant made by H.J.S. Land &
Development Corp. and J.M.S. Land & Development Corp. to Eastern Shores, Inc., dated the 17th
day of March, 1965 and recorded in the Suffolk County Clerk's Office on March 18, 1965 in
Liber 5716 at page 16.
I. AS TO THE PREMISES UNDER EXAMINATION:
Dist: 1000 Sec.: 033.00 111k: 02.00 Lot: 003.000
1. H.J.S. Land & Development Corp.
to
Judith Schneider
Dated: 1/9/1974 Recorded: 1/21/1971 Liber: 6873 cp 209
2. Judith Schneider
to
Konstantino Sakarellos and Elizabeth Sakarellos
/ Dated: 5/28/1992 Recorded: 6/10/1992 Liber: 11481 op. 983
Last Record Owners: Konstantino Sakarellos and Elizabeth Sakarellos
11. AS TO THE PREMISES ADJOINING TO THE NORTH
Dist: 1000 Sec.: 033.00 B1k: 02.00 Lots: 002.000
1. Sheldon M. Schneider and Judith B. Schneider, his wife and Paul Levenstien and Muriel E.
Levenstien, his wife
to
Sheldon M. Schneider and Judith B. Schneider, his wife
Dated: 1/23/1978 Recorded: 4/11/1978 Liber: 8411 cp 336
2. Sheldon M. Schneider and Judith B. Schneider, his wife
to
Konstantino Sakarellos
Dated: 5/28/1992 Recorded: 6/10/1992 Liber: 11481 op. 80
3. Konstantino Sakarellos
to
Emmanuel Petrakis and Evangelia Grammenidou, husband and wife
Dated: 10/27 2003 Recorded: 11/7/2003 Liber: 12282 cp 512
Last Record Owners: Emmanuel Petrakis and Evangelia Grammenidou, husband and wife
III. AS TO THE PR.EMI_SES ADJOINING TO SOUTH:
Dist: 1000 Sec.: 33.00 B1k: 02.00 Lots: 004.000
1. Edward A. Wisbauer, Jr. and Joan C. Wisbauer, his wife
to
Ecaterini Chios and Andrea Chios
Dated: 11/13/1980 Recorded: 11/17/1980 Liber: 8916 cp 340
IV. AS TO THE PREMISES ADJOINING TO THE WEST:
33-
A. Dist: 1000 Sec.: Blk: Lots:
1. Edward W. Speeches
to
George Popkin and Barbara A. Coyne
Dated: 10/29/1981 Recorded: 12/4/1981 Liber: 9110 cp. 360
2. George Popkin and Barbara A. Coyne
to
Premier Builders at Island Estates, Inc.
Dated: 2/18/1985 Recorded: 3/25/1985 Liber: 9758 cp. 239
3. Premier Builders at Island Estates, Inc.
to
Homestead Acres at Greenport, Inc.
Dated: 2/21/1985 Recorded: 3/25/1985 Liber: 9758 cp 241
4. Anthony M. Parlatore
to
Sarasota, Inc. D/B/A Credit Control Management
Dated: 7/31/1996 Recorded: 8/13/1996 Liber: 11787 cp. 292
5. Sarasota, Inc. D/B/A Credit Control Management
to
Schembri Homes, Inc.
Dated: 2/26/1997 Recorded: 3/11/1997 Liber: 11820 cp. 243
6. Schembri Homes, Inc.
to
John Iacono and Rose Iacono, his wife
Dated: 3/3/1998 Recorded: 3/10/1998 Liber: 11882 cp. 491
7. John Iacono and Rose Iacono, as husband and wife
to
Neil Brenes and Leilany Brenes, as husband and wife
Dated: 12/7/2001 Recorded: 1/14/2002 Liber: 12163 cp. 326
Last Record Owners: Neil Brenes and Leilany Brenes
3�.
B. Dist: 1000 Sec: 0, 000 Blk: 02.00 Lot: 051.000
1. Edward Speechesto
Anne Popkin
Dated: 10/29/1981 Recorded: 12/4/1981 Liber: 9110 cp. 357
2. Anne Popkin
to
Barbara Ann Coyne, Thomas Coyne, Anne Popkin and George Popkin
Dated: 4/9/1985 Recorded: 5/7/1985 Liber: 9784 cp. 556
3. George Popkin and Anne Popkin
to
Susan Wadsworth
Dated: 1/25/1991 Recorded: 4/23/1991 Liber: 11251 cp. 358
4. Susan Wadsworth, as to 2/3 interest and Barbara Ann Coyne and Thomas Coyne as to 1/3
interest
to
Jason O'Dell and Karen Boger, as joint tenants with right of survivorship
Dated: 11/9/2001 Recorded: 11/27/2001 Liber: 12155 cp. 264
Last Record Owners: Jason O'Dell and Karen Boger, as joint tenants with right of
survivorship
Page 5 of 5
HOWARD KIPNES
OWNER/BUILDER
CEDAR KNOLLS
900 MARCONI AVE
RONKONKOMA NY 11779
1-631-231-1518
1-866-374-1518 TOLL FREE
1-631-231-1625 FAX
W W W.CEDARKNOLLSHOMES.COM
MODULAR HOMES- CUSTOM HOMES- MAJOR RENOVATIONS
6/14/2012
RECE
RAIN RUNOFF CALCULATIONS LVED
HOUSE 9
DRIVEWAY TIO -lou19 598fl,10 s�N. �1 � AUGG 1 5 �� � SURVEY OF PROPERTY
N 9 AT GREENPORT
zr�9 r 1 • olr 462 �at� `<�y� SUFE. CO. HEALTH SE !C[:S
so9142P a 132 X97 calf. 50 OFFICE OFlWASTEWATER sT. TOWN OF SOUTHOLD
PROVIDE 3 DWs 8'I • 5' Deep or EOL44Y fl
SUFFOLK COUNTY, MY
1000-33-02-03
EXCAVATION
SCALE.• 1'=30'
NSPE •TeR ;49' AUGUST 11, 2011
FOR SANI7q CTION REpUiREO
'T 16 yVA
BY HEALTH pEpq STEM TM PUB�'C F 16612
MEMT
o _
w
fro° o z E w
50� z
o cn z °' - —T-- - m
0 003
r-
S Z A z �' 70� '` PRoaosEo wA. - n
Rl 3 ey r O TEST Er t�T
;a Im { 4 Z :A MOrE c7
y1 A rn O Z v 0 -n 010• ST, g r/N Z
10Em {T� r s v m r y
j . rn
M 7�0 S o dD g - y A
l Trp�
rn 'l z 04 � YOT'6 18, � � PROP. lPFF�TOusJ �
n O T aaw LOT 75 0 +s' n7
Z U) 1. w GF. EL. O� TwR. Q.29.0 -+
n C Z 0 p9.5 00
p p <_ m w aT,S TEST HOLE DATA
�., D 0 m Cn U,
)BY McDONALD GEOSCIENCE
G O = SA
W aY MAY 4, 2004
0 n m w DARK BROW 9L TY LOAM
Z �O
�
z�.z' eaoxN sur
D
_ 150.00• ° Q ze.s'
C m p Q zY S86107'OOwW
PROPOSED SEPTIC SYSTEM ao r- )�
0 m m LOT 74 BROW GRAVEL ND erTN
(FIVE BEDROOMS)
*31-; p v� (DWELLING WITH PUBLIC WATER)
[1] 1,500 GALLON SEP77C TANK D
jA
[21 LEACHING POOLS 8' DEEP x 8' DIAMETERA o AREA=18,520 SQ. FT. � \eoF NEIL rO BROW F7NE TO COARSE SAND
5 �\y {.ME w17N 10-20% cRAKI
ELEVATIONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO "MAP OF EASTERN SHORES,
SECTION TWO" FILED IN THE SUFFOLK COUNTY CLERK'S
The location of wells and cesspools shown hereon are OFFICE ON AUGUST 10, 1985 AS FILE NO. 4426.
from field observations and or from data obtained from others.
N. Y.S. LIC. NO. 49618
STANDARDS FOR APPROVAL
h the e
ANY AL7ERA110N OR ADDITION TO THIS SURVEY IS A NOLAIION I am familiar wC ONIC U YORS, P.C.
OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. AND CONSTRUCT70N OF SUBSURFACE SEWAGE nO 4J6'3
EXCEPT AS PER SECTION 7209-SUBDIWSION 2. ALL CER77FICA77ONS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AFD, 31) 765-5020 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF `gNp$U P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR and will abide by the conditions set forth therein and on the ■= ONUME 1230 TRAVELER STREET
*HOSE SIGNATURE APPEARS HEREON. permit to construct. •=PIPE 11-185
SOUTHOLD, N. Y. 11971
RAIN RUNOFF CALCULATIONS
N HOUSE & PATIO 2,010 SQ. FT. �i SURVEY OF PROPERTY
DRIVEWAY (NON-PERVIOUS) 1341 SQ. FT �4 AT GREENPORT
2,010 x 1 x 0.17 = 342 CU. FT. c�0'119 TOWN OF SOUTHOLD
1341 x 1 x 017 = 228 cu. Fr. SUFFOLK COUNTY, MY
570/ 42.2 =13.5 VF
l, 1000-33-02-03
p PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL �. 34-2 SCALE, 1'=30'
C
- � AUGUST 11, 2011
AUGUST 19, 2
uC WA R �Z' �' 349 UNE 11, 2012 (REVISED PROPOSED HOUSE)
0
TM PUB 166' JUNE 7, 2012 (REVISIONS)
/ » Q 0 > LL 5 N JUNE 15, 2012 (REVISED PROP. HSE & DRIVEWAY)
0 O
_ 1J � R F 7-
w
�A002'50UNK FOCE ow
GNN
m
48_
i o v o
U3 78 A o� PROPOSED W �
rrf + O
S O Z 1 14' � ' LR ap' s' D b c
O .I- }apy� o w E aMIN
�1td�2 D m �W l" xo 2 � nc SY57EK D TEST Np.E
r I a C ; fo' T M, cyyn h
zi 4 NMd 48
Si
LP
GARAGE M.
NON. .75 � 18 n�. 29.5' � � � v � `. Cali
ll� l l"/wli✓ I..O'W lliT� ' 1 ' Lam+ Ci
f.8'N L07 75 1 zz' a9' I l/Vlj!(YwIYNA•o� <
RRcwosED TEST HOLE DA TA
LOT COVERAGE r Or _ Uw Dw r-B. I
x �
BY McDONALD GEOSC/ENCE
z o w o I��' v ' ` '
HOUSE 8 GAR. - 1507 sq.ft. O c� ; a MAY 4, 2004
�
1507/18520 = 8.1% pRWOSEp NON- OUS D121S�WA 3f'
DARK BROW 9L TY LWM
yZzi D O7�E1"D LED, ' I — 1' - - -
K I� uh 150.00' 272' 1 BROW su.T
EL. 2T -' EL 26.5'
DN S8s'07'Oo'W ,' _________
PROPOSED SEP77C SYSTEM n
(FOUR BEDROOMS) r- m LOT 74 � Dli
n z r�•l I
(VACANT) � %a5 yj e0- 0 c RA V fL ND was
(11 1,000 GALLON SEPTIC TANK (PRECAST) y P v' fo-2os at^t�L
FA 0�\o
(2] LEACHING POOLS 6' DEEP x 8' DIAMETER 5 \'` f4. ----------
AREA=18,520 SQ. Ff.
BROW nNE TO COARSE SAND
ELEVA77ONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO 'MAP OF EASTERNSH SW7H 1O-20XGRA kn
The location of wells and cesspools shown hereon are SECTION TWO" FILED IN THE SUFFOLK COUNTY CL ER,K'S r .
from field observations and or from data obtained from others. OFFICE ON AUGUST 10, 1985 AS FILE N0. 4426. I
ANY ALTERA77ON OR ADD/77ON TO THIS SURVEY /S A WOLA77ON / am familiar with the STANDARDS FOR APPROVAL \ c1°4 N. Y5. LIC. NO. 49618
OF SEC77ON 7209 OF 77-IE NEW YORK STATE EDUCA77ON LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE \ ;, -CON/C EYORS, P.C.
EXCEPT AS PER SECT/ON 7209-SUBDINS/ON Z ALL CERT/FICA770NS DISPOSAL SYSTEMS FOR SINGLE FA Y RESIDENCES � ;'
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F ;- � `$31) 765-5020 FAX (631) 765-1797
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR and will abide by the Conditions set forth therein and onthe �~' ] .. P.O. BOX 909
WHOSE SIGNATURE APPEARS HEREON. permit to construct. •=P/PE 1230 TRAVELER STREET
SOUTHOLD, MY 11971 11-185
RAIN RUNOFF CALCULATIONS
HOUSE & PATIO 2,010 SQ. FT. SURVEY OF PROPERTY
N DRIVEWAY (PERVIOUS) 833 SQ. FT v 9 AT GREENPORT
2,070 x 1 x 0. 17 = 342 cu. FT. $0 TOWN OF SO UTHOLD
833 x 0.7 x 0. 17 = 99 CU. FT
441/ 42.2 =10.5 VF °- SUFFOLK COUNTY, N. Y.
PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL2 1000-33-02-03
SCALE. 1'=30'
6 ASR 5+9 AUGUST 11, 2011
EJlCA1/FOR S INSPECTION REtlUtRE1G LOTM PUBLIC W 166 12! AUGUST 19, 2011 (REVISION)
FOR SANITARY SYSTEM JUNE 1, 2012 (REVISED PROPOSED HOUSE)
BY HEALTH DEPARTMENT W� o+'s
�1m ING w ^ JUNE 7, 2012 [revleiona)
U QQ -j O LL W
K O 1 0 ZCE DW 0 N. r
LL.
I a o \ N�1'OZ'5ME CHON uN �" r^ c
aa ) cy x 28 PROPos=W/� _ - U3 Revised Pia,App m, d 3 oZ
LL F LLI R`O
� z W m o c a „- �qq+ LP D _U el s
V N O Qrt Vr 111 Z_ � E 'S C
Ly LL U) \ S O C7 z 01 a r w �� moo/Nf A r-
0 2 PEP77C S r
a CY w LL O rn a. $ 2 sr sEPnc srstEM >Esr HOLE Z n
w o U5 °° a �` '�o `� g MIN. B to h
c Ix LL z O UJ A 0 4• 1' MAv y D
} jLU m
rN >- f 8' , GARAGE Ff.R. ; Z7
EL. 29.5' - y
LOT 75 22
v
46
u �u ►� � oc w o
� TEST HOLE DATA
I 0 s W W w BY MCDONALD GEOSCIENCE
r � _ �CS
PROP. OreWwAY MAY 4, 2004
O O m (PERHous) a DARK BROW SL 7-Y LOAM
----------
2 Z f�1O
EL. z�z' BROW SET
Do a.. 27• 150.00 EL 26.5
PROPOSED SEPTIC SYSTEM C) S86'-7'00"W
(FOUR BEDROOMS) m m I LOT 74
BROW are
oAr SAND erns
0 ZO M ( VACANT) 10-20l GRAIL
[1] 1,000 GALLON SEPTIC TANK (PRECAST) 4
AREA=18 �
[2] LEACH/NG POOLS 6' DEEP x 8' DIAMETER A COD
1520 SO. FT. `. eRom nw ro GOAQ SAAR
nrn+ to-zOX GRA LEL
ELEVAT)ONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO MAP OF EASTERN SHORES, f
SECTION TWO" FILED /N THE SUFFOLK COUNTY CLERK'S i
The location of wells and cesspools shown hereon are OFFICE ON AUGUST 10, 1985 AS FILE NO. 4426.
from field observations and or from data obtained from others. r'
ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLAT70N / am familiar with the STANDARDS FOR APPROVAL i t N. Y.S..L 49618
OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE �` �E'E1N/C VEYORS P.C.
EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICA77ONS `1 � -5, 1 '765-5020 FAX 631 765-1797
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES � ( )
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF and will abide b the conditions set forth therein and on the ■=n-1�1v I1 . '-° BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Y 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. permit to construct. 0=PIPE
SOUTHOLD, N. Y. 11971 11-185
RAIN RUNOFF CALCULATIONS
HOUSE & PATIO 2,010 SQ. FT gl`��' SURVEY OF PROPERTY
N DRIVEWAY (PERVIOUS) 8,3,3 SQ. FT �9 AT GREENPORT
2,010 x 1 x 0. 17 = 342 CU. FT Sp TOWN OF SO UTHOLD
8,3Jx 0. 7 x 0. 17 = 99 CU. FT
441 SUFFOLK COUNTY, N. Y.
441/ 42.2 =10.5 VF �' i
PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL 34. 1000-33-02-03
SCALE.- 1'=30'
�6 MIP(ER 54.9 AUGUST 11, 2011
J,Oj UC 12� EL AUGUST 19, 2011 (R£NSION)
G 1N� WATM PUB o+'S X66 V) JUNE 7, 2012 (revlc'JUNE 1, 2012 ID PROPOSED HOUSE)
OPLL W
zw o
F
IF NCE
SCION ow c
%7Z aroRo�o
�o � �Z, 28•� oz �
O
Ca 14• J 40 5' D b C
W O o mz M U3
n Z
O O w = 2 sEPnc srslEM ,Esr HCLE Z n
n w 4` r
10' y 1+
a r O y V' m 1, MIN. M/N
0 4fT7
GARAGE FLR. R1 A
18' EL 29.5• m im-I v
o � �
i
a6 LOT 75 22' �
1.0'w
o c w o TEST HOLE DATA
0
W BY McDONALD GEOSCIENCE
F r- _ CU W Ow e MAY 4, 2004
Z O W p PROP. TWIVAY
G7 a (PERNOUS) EL 9
DARK BROW SILTY LOAM
-
Z >� 150.00' EL. 27,2' BROW 9LT
a_. EL. 27' EL 2Q.5'
C: y� 586'07'00"W ' --- - - -
PROPOSED SEPTIC SYSTEM W r- LOT 74
BROW CLA�FY SAND(FOUR BEDROOMS) n Z I ( VACANT) 110-"XGRA�a ��
[1] 1,000 GALLON SEPTIC TANK (PRECAST)
[2] LEACHING POOLS 6' DEEP x 8' DIAMETER g AREA=18,520 SO. FT. A 's ..4 w nNE TD COARSE
` W 10-201 GRAl22
ELEVA77ONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO 'MAP OF EASTERN SHORES,
SECTION TWO" FILED /N THE SUFFOLK COUNTY CLERK'S
The location of wells and cesspools shown hereon are OFFICE ON AUGUST 10, 1985 AS FILE NO. 4426.
from field observations and or from data obtained from others. \`, N. Y.S. LIC. NO. 49618
ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A NOLA77ON I am familiar with the STANDARDS FOR APPROVAL
OF SEC77ON 7209 OF THE NEW YORK STATE EDUCAT70N LAW. AND CONSTRUCT70N OF SUBSURFACE SEWAGE . ' VEYORS, P.C.
tS31)- 5-5020 FAX (631) 765-1797
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77F/CATIONS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F P.O. BOX 909
and will abide by the conditions set forth therein and on the ■=MONUMENT
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR permit to construct. •=P/PE 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. P 111-185
SDUTHOLD, N. Y. 11971
RAIN RUNOFF CALCULATIONS SURVEY OF PROPERTY
HOUSE & PATIO 2,010 SQ. FT. g1v� AT GREENPORT
N DRIVEWAY (NON—PERVIOUS) 1341 SQ. FT. 9 9 TOWN OF SOUTHOLD
2,010 x 1 x 0.17 = 342 CU. FT. $0 SUFFOLK COUNTY, N. Y.
1341 x 1 x 0.17 = 228 CU. FTS
570/ 42.2 =13.5 VF 1000-33-02-03
PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL a. 3+2 SCALE- 1'=30'
AUGUST 11, 2011
AUGUST 19, 2011 (REVISION)
�P1ER 0. j4e JUNE 1, 2012 (REVISED PROPOSED HOUSE)
�D vgl l 6 �Z JUNE 7, 2012 (REVISIONS)
TMP fE .5 �6 JUNE 15, 2012 (REVISED PROP. HSE & DRIVEWAY)
LL�NG a' w v AUGUST 20, 2012 (Foundation location)
D N
w m �7f ly
FEN
O N'1p25�AE uNK Tt--
m
\ 54 2' 25.9' C7 O I
1.8 D b v
46.4' A
O
� � a
A
75.8'
MON. o
0.8'N LOT 75 22.0•
I.0'W , .p,
o c w o
TEST HOLE DATA
tnLA
)BY McDONALD GEOSC/ENCS
r 2 �w m m MAY 4, 2004
T� O o
G7 C7 C+i pa EL 3/'
OM -
-
EL 27.2' DARK BROWN SILTY LOAM
C tor- r ------
BROWN RLT
—{ D 150.00+ 5'
EL26.
-C N EL. 27' .
S86'07'00"W J __________
PROPOSED SEPTIC SYSTEM m C) LOT 74
BROWN CLAYEY SAND WITH
(FOUR BEDROOMS) 0 Z M (VACANT) I0-20x CRAV�EL
[1] 1,000 GALLON SEPTIC TANK (PRECAST) a
ij ao I4' ----------
18,520 SO. FT. BRD °f "E'"'
[2] LEACHING POOLS 6' DEEP x 8' DIAMETER "A "0 AREA=
18,520
LOT NUMBERS REFER TO 'MAP OF EASTERN SHORES,
ELEVA]IONS REFERENCED TO AN ASSUMED DATUM.
SECTION TWO" FILED /N THE SUFFOLK COUNTY CLERK'S 20' f
The location of wells and cesspools shown hereon are OFFICE ON AUGUST 10, 1985 AS FILE NO. 4426.
from field observations and or from data obtained from others.
lO:
ANY ALTERA77ON OR ADD/77ON TO 7741S SURVEY /S A VIOLATION / am familiar with the STANDARDS FOR APPROVAL
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCT70N OF SUBSURFACE SEWAGE ECON/C AW,i
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTJF7CA710NS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (631) 765-502(j' ; .� 65-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR and will abide by the conditions set forth therein and on the ■=MONUMENT VELER STREET
RTA
1230
WHOSE SIGNATURE APPEARS HEREON. permit to construct. =PIPE 1230 IRA
N. Y. 11971 11-185
RAIN RUNOFF CALCULATIONS S.C.D.H.S. REFERENCE NUMBER R10-11-0055 SURVEY OF PROPERTY
N HOUSE & P 2,010 SO. J 9 $ A T GREENPORT
DRIVEWAY (NON—PERVIOUS)
VI
—PEROUS) 1 1341 SQ. FT � TOWN OF SOUTHOLD
2,010 x 1 x 0. 17 = 342 CU. FT $p � SUFFOLK COUNTY, N. Y.
1341 x 1 x 0.17 = 228 CU. FT
570/ 42.2 =13.5 VF °. 1000-33-02-03
PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL a 342 SCALE: 1'=30'
AUGUST 11, 2011
6 o q AUGUST 19, 2011 (REVISION)
�T O,,� 11C YIP 4• • JUNE 1, 2012 (REVISED PROPOSED HOUSE)
LTM PUDN �g6•12 u� JUNE 7, 2012 (REVISIONS)
MA OJ S wf MEIR W.M. JUNE 15, 2012 (REVISED PROP. HSE h DRIVEWAY)
^ LLING Ile ^ AUGUST 20, 2012 (Foundation location)
790 v FEBRUARY 28, 2013 (FINAL)
? ori r010 z
E
WO O 34.2' 26.2' 23J.37, C7
.
V 1
46.5' p Z ';I� _II ,�� S 5
2.8' 1.0'
75.8'
W
may. s+ ¢
1
0.8'N LOT 75
^
tow 22.2' cpacREtE
I �O t
04 TEST HC& A
ILS
E F x -BY-4kMI7AU5 GEOSCIENCE
777000 o.w. p RCA DmWWAY MAY 4, 2004
n • O c.e.
Nr- 31' DAW BROHN 9L TY LaW
Rl
27.2
EL '
g EL. 27' 150.00 EL 26.51 BROMN 9LT w
S86-07 OD W J' ______
�*1 LOT 74 LU
_ _ BROWLLAI£Y SAND Erna
`C= to
D vr*1i� I (VACANT) c. F iv 6v\ 10-2=OPAIEL >
�^..,O \i W
C"
\14-
AREA-18,520 SO. FT. U
WOMN nW TO COARSE LU f ,c9
w
ELEVAT70NS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO "MAP OF EASTERN SHORES, WTH 10-201 aRAI£L` - l v
'
The location of wells and cesspools shown hereon are SECTION TWO" FILED IN THE SUFFOLK COUNTY CLERKSOFF/CE ON AUGUST 10 1985 AS FILE NO. 4426.
from field observations and or from data obtained from others. t f.
ANY ALTERA77ON OR ADDITION TO THIS SURVEY /S A WOLA77ON / am familiar with the STANDARDS FOR APPROVAL �..;�__ N. Y.S. LIC. NO, 49618
OF SEC710N 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE � _ ECONIC MORS, P.C.
EXCEPT AS PER SEC170N 71S MAP AND ON Z ALL CE F ONLy1 F DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES (631) 765-5020 FAX 631 765-1797
HEREON ARE VALID FOR ANIS MAP AND CA'/ES THEREOF ONLY E and will abide b the conditions Set forth therein and on the ■=MONUMENT P.O. BOX 909 ( )
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Y
WHOSE SIGNATURE APPEARS HEREON. permit to construct. 0=PIPE 1230 TRAVELER STREET
SOUTHOLD, N. Y. 11971 111-1851
REScheck Software Version 4.4.3
Compliance Certificate
Project Title: HAMPTON - MOD - 12003
Energy Code: 2010 New York Energy Conservation Construction Code
Location: Suffolk County, New York
Construction Type: Single Family
Glazing Area Percentage: 8%
Heating Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
WESTWOOD LANE ELIZABETH SAKARELLOS JOHN WATSON
GREENPORT,NY 11944 CEDAR KNOLLS WESTCHESTER MODULAR HOMES
900 MARCONI AVE. 30 REAGANS MILL ROAD
RONKONKOMA,NY 11779 WING DALE,NY 12594
866-374-1518 845 832 9400
Compliance:
Compliance:18.7%Better Than Code Maximum UA:481 Your UA:391
The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off roles.
It DOES NOT provide an estimate of energy use or cost rotative to a minimum-code horn.
AssemblyGross Cavity Cont. Glazing UA
or or D••
Perimeter U-Factor
Ceiling 1:Raised or Energy Truss 936 38.0 0.0 23
Ceiling 2:Cathedral Ceiling 440 30.0 0.0 15
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2312 19.0 0.0 109
Wall 1:Wood Frame, 16"o.c. 2776 18.0 0.0 154
Window 1:Wood Frame:Double Pane with Low-E 209 0.330 69
Door 1: Solid 20 0.160 3
Door 2:Solid 20 0.270 5
Door 3:Solid 20 0.280 6
Door 4:Solid 20 rr 0.370 7
Compliance StatementThe proposed building design described here i M Qui ing plans,specif cations,and other
calculations submitted with the permit application.The proposed buil a n{gle tb at the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.3 and tobSp tFt t� ements listed in the REScheck Inspection
Checklist.
Paul R.Walter, R.A. * re, � ► �J
Name-Title ,i� ure� Datefr _
`
`I I
Project Title: HAMPTON - MOD- 12003 �NReport date: 05/31/12
Data filename: M:\Checkt12003.rck Page i of 4
REScheck Software Version 4.4.3
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Location: Suffolk County, New York
Construction Type: Single Family
Glazing Area Percentage: 8%
Heating Degree Days: 5750
Climate Zone: 4
Ceilings:
❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation
Comments:
Insulation must achieve full height over the plate lines of exterior walls.
❑ Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-18.0 cavity insulation
Comments:
Windows:
❑ 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:
Doors:
❑ Door 1:Solid,U-factor:0.160
Comments:
❑ Door 2:Solid,U-tactor:0.270
Comments:
❑ Door 3:Solid,U-factor:0.280
Comments:
❑ Door 4:Solid,U-factor:0.370
Comments:
This door is exempt from the U-factor requirement.
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfioor decking.
Air Leakage:
❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
Project Title: HAMPTON - MOD - 12003 `. Report date: 05/31/12
Data filename: M:\Check\12003.rck Page 2 of 4
U Wood-burning fireplaces have Basketed doors and outdoor combustion air.
U Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
U Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiring: Insulation is placed between outside and pipes.Batt insulation is cut to ft around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
(f) Comers,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
U Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight LI-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
U Materials and equipment are installed in accordance with the manufacturer's installation instructions.
❑ Materials and equipment are identified so that compliance can be determined.
U Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
U Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
U Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
U Building framing cavities are not used as supply ducts.
U All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
U Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test: Less than or equal to 8 cfm per 100 ft2 of conditioned floor area.
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Temperature Controls:
U Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
U Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
U Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code,
U For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Project Title: HAMPTON - MOD - 12003 Report date: 05/31/12
Data filename: M:\Check\12003.rck Page 3 of 4
Circulating Service Hot Water Systems:
U Circulating service hot water pipes are insulated to R-2.
U Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
U HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
❑ Healed swimming pools have an on/off heater switch.
❑ Pool heaters operating on natural gas or LPG have an electronic pilot light.
U Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
U Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
U A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage<= 15
(d)50 lumens per watt for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
U Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c').
Certificate:
rU A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD:(Building Department Use Only)
Project Title: HAMPTON - MOD- 12003 Report date: 05/31/12
Data filename: M:\Checkkl2003.rck Page 4 of 4
Andersen TILT-WASH DOUBLE-HUNG WINDOWS •
Tilt-Wash Double-Hung Window Opening Specifications
C)ear Opening in Full Open fbsman Top of SuoAoor
Wutdpw Glass to Top of Insitle.Overall Window
Xurni - r Opening Width 1 Height Area Vern SBI Stop Area
lFt/l Inchesl(mm) Inches/hr, SQ.nd(mrl Sy.Ft./(m>) Inches/(mm) S9.Ft./(ml)
#44P.#j* 172 !,0 160) 16.5E (420.62) 1495' (379.85) 2.96 (0238) 1.72 (0.160) 4856'(1233.42) 4.81 (G 447)
2�. 2.06 (0.191) 16.56' (420.62) P.95' (456.05) 3.12 (0.290) 206 (0.191) 42.56'(1081.02) 562 (0.522)
_-
244, 241 (0 224) 16.56' (420.62) 2095' (532.25) 3.69 (0.343) 241 (0224) 36.56- (928.62) 643 (0 597)
Alit"
2.75 (0.255) 16.56' (420.62) 23.95' (608.45) 4.25 (0.3951 2 75 (0 255) 30.56' (77622) 724 (0.573)
293 (0.272) 16.56' (420.62) 25,45' (646.55) 4.53 (0.421) 293 (0.272) 2756' (700.02) 765 1711)
11310 (0 ___.. 1.49)
2N,.. 3.10 10.286) 1656' (420-62) 2695 (664.66) 4.61 (0:44T) 3._0 (0 2881 2.0.56' (62382) 806 (0 749)
11.11 _-
24,10X1656 3.44 (0 320) 16.56' (420.62) 29.95" (16C.85) 5.31 (0.499) 344 (0.320) 18.56' (471.42) 887 (0.824)
244DHISW 3.79 10.352) 16.56' (420.62) 32.95' (837.05) 5.94 (0.552) 379 (0352) 12.56' (319.02) 9.68 (0.899)
244DRM 212 (0.199) 20.56' (522.22) 1495' (37985) 3.32 (0.308) 214 (0.199) 4856'(1233.42) 5.79 (0.5381
244002036 256 (U 238) 21 (522.22) 1796' (40635) 4.05 10376) 2 b (0 238) 42.561 671 (0 629)
244WMO 299 (0 278) 2056' (522 22) 2095 (532 25) 438 10.444) 299 102781 36.56' (928.62) 175 (0.]20)
24401124.06 3422 (0 10.318) 20.56' (67122) 23.09 (60845) 5.51 (0,512) 3.42 (0 318) 3056' (776.22) 8 7 (0.61:)
1.11..1 __
244MI2049 363 (0.330 2056' (52222) '2545' (64665) 5.88 (0.546) 369 (0 337) 27.56' (700.02) 922 (0857)
2440X2000 3.85 10.358) 20.56' (522.22) 26.95' (684 6b) 6.24 (0580) 385 (0350; 24.56' (623.82) 9.71 (0902)
244DWO56 428 (0398) 2056'. (52222) 29.95' (76085) 6.97 (0678) 428 (0.398) 1856' (471.42) 1069 (0993)
244018060 4]l (0 438) 20.56' (522.22) 3295' (837 05) 770 (0.715) 4.71 (0.438) 12.56' (319.02) 11.67 11084)
..
2440X2430 2.55 ;0231) 24.56' (523.02) 1495' (37965) 4.08 (0379) 25E 10237) 4856'(1133.42) 678 IC 630)
244OX2436 3 06 (0.284) 24.56' (623.02) 1]95' i456 05) 4.98 (0.463) 3.06 10.2941 4256-(1081.02) 793 (0.73!1
2440X2440 3.57 (U 332) 24.56' (623.82) 2095' (532.25) 5.88 (0.546) 357 (0.332) 36.56' (928.62) 9.07 (08431
2441162448 409 (D 38J) 24.56' (623.82) 2395' (608 45) 6.77 (0.629) 409 IC 380) 30.56' (776.22) 1022 (09491
244002449 434 (C.403) 24.56' (623.82) 25 A5' 1646.55) 7.22 (0.671) 434 (0 403) 27.56' (700.02) 1079 1CO21
_ __ _ _._ _
y"018450 460 1(74271 24.56' 1623.62) 2695 (68=65) 7.67 (0713) 4.610 (0427) 24.56' (623.82) Ir 36 (10551
2"1 5':1 '3475) 24.56' (623.82) 2995' 1760.85) 8.56 (0795) 5.11 '04]5) 1056' (471.42) 1251 (1 162)
244DR2460 5(i Gb22) 24.56' (62382) 32 AY 83'05) 946 (0.879) 5.62 ,C522) 12.56' (319.02) 1365 (1268,
24411X2830 297 0276) 28.56' (725.42) 149E 1379851 4.84 (0450) 297 (C 278) 48.58'(123342) !P (0722;
244412836 356 (,331) 28.56' (725 42) 179c (456.05) 5.91 (0549) 3b6 rG311) 4256'(1081.02) 908 (0644)
2"OH2840 4.16 ,0386) 28.56' (725.42) 2095' (532.25) 6.97 06481 -1 l6 '0386) 36.56' (928.62) 1039 (0965)
244002846 els ;0441) 2856' (725 42) 2395' 608.45) 809 (0346) 4 (U"1) 30.56' (776.221 1170 (1.08(1
15.11...1..0469) 2515'
5
T"0X2849 505 (0 4691 28 56' (725.42) J545 164555) B.Sfi (0.795) 505 10.469) 27.56' (700.02) 1236 (11491
2440X2850 535 (0.497) 26.56' (725.42) 2695' (684 65) 9.09 (0.844) 5.35 (0497) 24.56' (623.82) 1302 (:210)
24,4488560 594 (0.552) 28.56' (725.42) 29.95' (76085) 10.16 (091 5.94 10.552) 1856' (471.42) 1433 (1.331)
244 X26600 654 (0.6U8) 2856' (725.42) 3295' (83705) 1122 (7.042) 654 (0608) 1258' (319.02) 15.54 (].clod)
244411030 338 (03147 32.56' (827.02) 14.95' (379 go) 5.60 (0.520) 338 (0314) 48.56'(123342) 8.75 (C$13)
2440X3016 4.06 (0377) 32.56' (81 1795' (456.05) 6.83 (0 K15) 406 ((1.377) 4256'(1081.02) 10.23 (0 950)
244DR3040 474 (0440) 32.58' (827.02) 2095' (53225) 8.06 (0.749) 474 (0 440) 36.56' (928.62) 11.71 (1088)
244MO46 542 ;0504) 3256' (82702) 2395" (60b 45) 9.29 (0.663) 542 (0.5U4) 30.56' (775.22) 1319 (122 b)
2"0X30490 576 (0.535) 32.56' (827.02) 2545' (646 55) 9.91 (0921) 536 (0 535) 2756' (700.02) 1393 (12941
1551
2"0X330500 609 (0 566) 32.56' (827.02) 2695" (684 65) 10.52 (0.977) 609 (0.566) 24.56' (623.82) Ic67 (1363)
244OX30560 6.77 (8 629) 32.56' (827.02) 29.95' (760 85) 11.75 (1092) 637 (0 629) 18.56' (47142) 1615 (1.500)
2440X30600 745 ;0692) 32.56' (82702) 3295" f837 05) 12.98 11.206) 745 (G 692) 12.56' (319.02) 1763 (738;6
1515_ 5511
2440193430 380 :0353) 36.56' (928.62) 14.99 (379 B5) 6.36 (0.591) 360 (0 353) 48.56'(1233.42) 974 (C 905)
244OX3436 456 (0424) 36.56' (928.62) :795' (45605) 7.76 (0]21) 456 (0424) 42.56'(ID81.021 1138 (1 057)
2440X3440 532 (04941 36.56' (928.62) 2C95' (53225) 9.16 (0.851) 532 (0494) 36.56' (928.62) 13.03 (1 210)
_.
2440X9446 608 (0 565) 36.56' (928.62) 2395' (608 49) 10.55 (0980) 658 (0565) 30.56' (776.22) 1468 (1 3641
2440834490 646 (C600, 36.56' (928 62) 2545 (646 5c) 11.25 (1-046) 646 10 600) 27.56' (700.02) 1550 (1440;
1 551 _
2"0X3'1500 684 :063"6) 3656' (928.62) 2 76.9:1 (684 65) 11.95 (1.110) 644 10 635) 2458' (62382) 1632 (1 51E1
2"4134560 761 (10 707) 36.56' (928.62) 2995' (76085) 13.34 (1.239) 7.61 (0707) 18.56' (471.42) 1797 11669;
1151_._
244OIL34600 537 (0]7&) 3656' (928.82) 3295' 183(105) 1434 13.3691 837 (0778) 1256' (319.02) 13.61 (1822)
0 Afeet o.e(ceetl clear cpeKing arca 615 7 sq tt. ,,c,opening width cf 20'and clear opening heightof 24^
g
OtuSIAIL NEW YORK STATE DEPARTMENT OF STATE ■
k� Division of Code Enforcement and Administration ■ ■
One Commerce Plaza, 99 Washington Avenue ■ ■
V Albany, NY 12231
I)EPART.MFNT Phone:(518)474-i073 Fax:(578)486-4487
nl S,t I,� www.dos.state.nv.us E-msil:infb0dos.state.nv.us
NOTICE OF APPROVAL
This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS)
has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for
Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other
modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as
described herein:
Manufacturer's Name: Westchester Modular Homes, Inc.
Reagans Mill Road
Wingdale, NY 12594
Building Description: Detached One- and Two-Family Dwellings and Multiple Single-Family
Dwellings(Townhouses)
Approval Number: M 0659-02-058
Applicable Code: Residential Code of New York State 2010(RCNYS)
Expiration Date: June 30, 2012
Maximum Ground Snow Zone: Not to exceed 85 PSF
Seismic Design Category: A, B, C, and D1
Basic Wind Speed: Not more than 120 mph for One-and Two-Family Dwellings,
Less Than 110 mph for Townhouses
Exposure Category: A, B, or C
DOS Contact Person: Gerard A. Hathaway, R.A.
Additional Conditions. None.
Approval Date: March 26, 2011
Ronald Piester,AIA
Director
A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not
require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications
conform to the plans and specifications approved by and on file with the DOS. The approval identified above is limited to all construction that
takes place in the factory. Site related work including installation and connection of the building and/or components,foundations,mechanical
connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be
presumptive evidence that the factory manufactured home or component complies with the provisions of the RCNYS. If the code
enforcement official believes that any factory manufactured component is in violation of one or more provisions of the RCNYS,he/she should
contact the DOS for further review and/or determination.
I
GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY
UNLE55 07HERWI5E NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL OLNA T 10 AND 6E06RAPHIO DESIGN CRITERIA
CONDITIONS OF THE CONTRACT Fop, BE 6ONSTRUGTION GRADE DOUGLAS TA�L.L Re''OI 2(I) NYS RESI®ENTIAL GODS 464
CONSTRUCTION, AIA DOCUMENT-201 FIR-SOUTH SELECT STRUCTURAL. AL_ GROUND SNOW LOAD 20 PST
4/87 SHALL APPLY. THE CONTRACTOR WOOD SILLS AND WOOD IN CONTACT VA
CONDITIONS
SHALL OBTAIN CERTIFICATE- OF WITH MASONRY SHALL BE AGO. ALL CEILING LIVE: LOAD 20 P5F N3°53'00"- ___ 53.5_3' N�6�50/'
OGGUPANGY SUBSTITUTIONS SHOULD EXTERIOR SHEATHING SHALL BE I/2 SECOND FLOOR LIVE LOAD 50 PST F ioUo o'EONN e LL
NOT BE MADE WITHOUT WRITTEN CDX DOUGLAS FIR PLYWOOD FIRST FLOOR 12,/E LOAD 40 PSF y a w r FI T T
SUB-FLOORS TO BE 3/4' CO"
THE PREMISES
BY THE ARGHITEGT WIND SPEED I10 MPH O
THE PREMISES SHALL BE KEPT PLYWOOD EXTERIOR SHEATHING TO SEISMIC, DC-SIGN CATEGORY B O O TODDO'CONNELL,AIA
REASONABLY GLEAN AT ALL TIMES BE GO✓ERED WITH "TYVEK" HOUSE OI to
AT THE- COMPLETION OF WORK, THE WRAP OR APPROVED EQUAL BLOCK WEATHER INDC--\ SCVERE ml 12p0 Haupos Memorial Highway
solea i2o, I
CONTRACTOR SHALL REMOVE ALL STUD WALLS AT 1/2 STORY HEIGHTS FROST LINE DEPTH 3 FEET \Cp Hauppauge,NY�1186
NA57E MATERIALS, TOOLS, RUBBISH, AND AT ALL UNSUPPORTED EDGE5 OF TERMITE MODERATE TO HEAVY
ETC., GLEAN GLAS5 AND LEAVE WORK PLYWOOD. PROVIDE SOLID BLOCKING DECAY SLIGHT TO MODERATE I - LIQ(6d1)66U6666 e
BROOM GLEAN UNLESS OTHERWISE AND DIA50NAL ERAGINO OF FLOOR WINTER DESIGN TEMPERATUREII` \ .. F�(6I ,54 .0667
6
SPECIFIED THE- CONTRACTOR SHALL JOISTS AT e' O.6 NAXIMUM AND 1 - .e5 'I'^..
CARRY WORKMANS GOMPENSATION SOLID BLOCKING UNDER ALL ICE SHIELD VNDERLAYMENT REOUIRED YES I J
AND GENERAL LIABILITY IN5URANGE UNSUPPORTED EDOE-S OF PLYWOOD, FLOOD HAZEARDS A5 PER FEMA MAP
ALL SHALL COMPLY WITH STATE AND ALL GAP PLATE5 TO BE DOUBLED AIR FREEZING INDEX ###
LOGAL CODES AND ORDINANCES THE AND NAILED BOTTOM GAP PLATED TO I '•
GONTRAGTOR SHOULD FULLY END OF STUD5. LAP GAP PLATES AT
GUARANTEE HIS WORK AND THE WORK CORNERS, WHERE FLUSH FRAMING WALL KEY
OF HI5 SUBCONTRACTORS FOR A OCCURS, USE MIN 165A SHEET METAL
PERIOD OF ONE YEAR AFTER JOI5T HANGERS SY "TECO" OR —
COMPLETION OF THE PROJECT UNLESS APPROVED EOUAL ALL CORNERS TO — — EXIST TO BE REMOVED
OTHERWISE SPECIFIED ALL WORK SE MINIMUM 3/2X-t STUDS HEADERS I s:
SHALL BE PERFORMED IN SHALL BE MINIMUM 2/2X6 UNLESS ENIST TO REMAIN
i�:. i
ACCORDANCE WITH GOOD BUILDING NOTED ON PLANS. MINIMUM BEARING t
PRACTICES. THE CONTRACTOR SHALL FOR STJDS, JOISTS AND SEAMS SHALL INE- WOOD FRAME GN5T � TOo
Q
I
INDEMNIFY AND HOLD HARMLESS THE BE 5 I/2" USE DOJELE JACK STUDS
OWNER, ARCHITECT, AND THEIR FOR HEADERS OVER FIVE FEET IN NCA POURED CONCRETE
AGENTS AND EMPLOYEES FROM AND LENGTH. SEE NAILING SCHEDULE WHICH
AGAINST ALL CLAIMS, DAMAGES, REFERS TO NEW YORK STATE CODE -F"n4" POST UNLESS OTHERWISE .
LOSES AND EXPEN5E5, INGLUDING R306 s R.501 NOTED
ATTORNEYS FEES ARISING OUT OF OR , PROPOSED ; m
RESULTING FROM THE PERFORMANCE GLASS WINDOWS AND DOORS HCLC DOWN AS NOTED
OF THE WORK PROVIDED THAT ANY TO BE INSTALLED AS PER
HARD WIRED SMOKE
SUCH CLAIM, DAMAGE, L055 OR 5ECTIONR508 OF THE RESIDENTIAL
EXPENSE (A) IS ATTRIBUTABLE TO CODE OF ND
.YS, ALL CLASS 15 TO BE OI TEGR TOW/ BA TERM I _ 1\ _
LESS OTHERWISE BACK-UP
SPCIq A Z O
BODINSULATED LOIN-E LN
BODILY INJURY, 51GKNE55, DISEASE Cp Q v
EFIED. GLASS SUBCONTRACTOR OR OR DEATH OR TO INJURY TO OR ® 80 CFM FAN TO EXTERIOR
DESTRUCTION OF TANGIBLE PROPERTY SHALL NOT INSTALL CLASS UNTIL
(OTHER THAN THE WORK ITSELF PROPER GLEARANGC-5 ARE HARD WIRED CARBON MONOXIDE
PROVIDED, ALL SLIDING GLASS a D�ETEGTOR W/ BATTERY EAGK—UP
INGLUDING THE L055 OR USC-
RESULTING THEREFROM), (E) IS DOORS, SKYLIGHTS AND/OR WINDOWS MIN 12" T.A F F AS PER SEC1225 2 I v
AS REQUIRED BY GODS SHALL BE
CAUSED IN WHOLE OR IN PART BY ANY NY5 CODE \' -
NEGLIGENT ACT OR OMISSION OF THE INSULATED TEMPERED GLASS. ALL
GONTR,4GTOR, ANY SUBCONTRACTOR, GLASS DOORS AND WINDOWS SHALL �F DENOTES EGRE55 WINDOW N s rc
BE INSTALLED IN STRICT I m ~H e4
ANYONE DIRECTLY OR INDIREGTLY ACCORDANCE WITH THE USE 51HFSON Z-MAX OR HDO CONNECTORS I \, q\ ��iF u' £ i o o0
EMPLOYED BY ANY OF THEM, OR MANUFAGTURE5 SPECIFICATIONS. ALL TO INCREASE CORROSION RESISTANCE '-
ANYONE FOR WHOSE AGT5 ANY OF WINDOWS ARE TO BE GAJ_KED AND FOR ALL HARDWARE IN coNNEGTION I )q4 IIo�mo ,e=$'H
THEM MAY BE LIABLE REGARDLESS SEALED AS PER N.Y S, ENERGY W/ ACG LUMBER _ _,. i L a°�I u•r w T }
OF WHETHER OR NOT IT IS CAUSED N CONSERVATION CODE ENER6,EMC--NTS WALL STUDS ® Ib" OC ���-�--- ---��- i0 �a u uTN 1)1
PART BY A PARTY INDEMNIFIED 142.00' 53°5300E C'�,�—r�ILO) Q
HEREUNDER. ALL MATC—RIALS, PROVIDE FLASHING PANS UNDER ALL �ulu�uo u� w
ASSEMBLIES, AND METHOD OF SLIDC-R, DOORS, AND WINDOWS WITHIN � 57�00® LANE
u iys rc9m,u .,o Lu
A 6 ' OF AN EXTERIOR 5URFAGE. ALL oJJ y"-'=��� U
CONSTRUCTION INCLUDING, BUT NOT u w U
�L� -IIOONQ O
LIMITED TO FORM-WORK, EXTERIOR DOORS ARE TO BE FULLY
WEATHER-STRIPPED PROVIDE ALL � N3N�� rcup� OF-
5LOGK-WORK, FRAMING, NAILING, SCREENS AMC) HARDWARE A5 ' PLOT PLAN
PLACING OF GONGRETE ETC, ARE TO
REQUIRED. ALL GLASS IS TO BE FREE
BE CAREFULLY SUPERVISED BY THE OF SCRATCHES AND IMPERFECTIONS,,/ SCALE I" = 20'-O"
CONTRACTOR TO BE SURE THEY ARE AND GUARANTEED BY THE BOTTOM PLATE
IN ACCORDANCE WITH THE DRAWINGS, MANUFACTURER FOR A PERIOD OF NO RIM JO15T ': O�o ��'�N'� �V
5PEGIFICATION5, APPLICABLE GODES LE55 THAN 5 YC-ARS, ALL WINDO'W'S TO LLLmsl°w,€°r3n2 3
AND GOOD PRAGTIGE, DC-MATIONS BE ANDERSEN UNLESS INDICATED
FROM THE- DRAWINGS AND
OTHERWISE m iL rc r
SPC-GIFIGATIONS WILL NOT BE
PERMITTED WITHOUT WRITTEN GYPSUM WALL BOARD
_ � T� o
AUTHORIZATION OF THE ARGHITEGT mz 3
THE CONTRACTOR SHALL BE INSTALLED AS PER SECTION Rio23.2
RESPONSIBLE FOR THE SHOP THROUGHR"1023.6 OF THE J
SUB FLOOR ALL STRAPPING TO BE __ oNOTE, �I a rc w o
RE510ENTIAL CODE OF N.Y.S, GYPSUM ` f:-cr. -alouLT-�� Q
DRAWINGS -HIGH MAY BE NEEDED. WALLBOARD APPLICATION SHALL BE FL ILL JOIST INSTALLED IO PER MANUFACTURES
ALL DIMENSIONS FIELD
AND CONDITIONS TAPE JOINT SYSTEM ALL GYPSUM SILL PLATE SPECIFICATIONS, AND NYS GORE
ARE TO BE FIELD VERIFIED. BOARD TO BE 1/2" ON WALL5 AND I,'2" TERMITE 5HIEL Ib Ga. STRAP TIES MANUFACTURED }
GONTRAGTOR TO REMOVE $ ON CEILINGS UNLESS OTHERWISE BY SIMPSON STRONG-TIE CONNECTORS
RELOCATE AS REOUIRED ALL FOUNDATION WALL MODEL NO. 0516 OR APPROVED EQUIVALENT
EXISTING WORK -HIGH INTERFERES 'NDIGATEO. FINISH JOINTS, J-BEADS, Izq" MIN EDGE STRAP TO HAVE MIN 12" BEARING ON THE 5TUD
WITH NEW GON5TRUGTION, NAIL DIMPLES, CORNERS AND EDGESDIFFERENCE AND WRAP UNDER SILL PLATE AT FOUNDATION
SHALL BE TAPED AND RECEIVE THREE B"x3"x✓z' 5TL BEARING PLATE MANUFACTURED
SITE: WORK GOATS OF JOINT COMPOUND A!LCbd
BY M
STAKEOUT 15 TO BE: PERFORMEDGLBPSVI'a OOR
BY A TA HOURS TO DRY BETWEEN OATS. 5 A R STRONG-TIE CONNECTORS MODEL No.
APPROVED EQUIVALENT
LIGEN52-D SURVEYOR 5TAKING AND FINAL GOAT TO BE SANDED SMOOT i.
I
LAYOUT ARE TO ESTABLISH ALL LINES METAL CORNER BEAD TO BE USED ON TYPICAL 9e"xl2" HOOKED ANCHOR BOLT
AND BENGHMARK5. VERIFY ALL 5'VFN AL_ OUTSIDE CORNERS AND AROUND 5/e"mxl2" STEEL ANCHOR - ® 3'-Q" OC
DATA ON ORAWIN55. N CASE OF ALL OPENINGS BOLTS AT T-O" CC MAX. - W/Y' MIN EMBEDMENT INTO CONCRETE
DISCREPANCY, REGE`✓E MIN EMBEDMENT OF T" - WITHIN 6-12" OF EACH END OF PLATE
CLARIFICATION FROM ARCHITECT ELEGTRIG'AL �POUNDATION STRAPPING DETAIL pp
PRIOR TO PROCEECLL WORK S
ING. EXCAVATE AL COMPLY WITH THE SEE PLAN : II:
AND BACK FILL FOR WORK INDICATED NATIONAL ELECTRICAL CODE AND ALL '- SCALE: 5/4" = 1'-0"
ON DRAWINGS STOCKPILE TOPSOIL STATE, LOCAL, AND UTILITY GOMPANY 11n
OBTAINED FROM STRIPPING DRIVEWAY GODE5 AND REGULATIONS. ALL p ROOF RAFTERS IJ'
AND BUILDING SITE STOCKPILE ALL CIRCUITS SHALL BE MINIMUM 15 AMP
EXCAVATED MATERIAL, NEW AND POWER WIRING SHALL BC- MINIMUM 4 4 POST GAP MANUFACTURED
EXISTING BACK FILL MATERIAL AND AND GONVENIENGE OUTLETS SHALL BY SIMPSON STRONG-TIE ��� ' O
TOPSOIL ARE TO BE FREE OF WEEDS, Z
BE LOCATED 12" ABOVC- FINISHED CONNECTORS MODEL No
TREE- ROOTS, ROCKS AND DEBRIS FLOOR UNLESS OTHFRN15F INDICATED. BG52-� OR APPROVED ,� HURRICANE ANCHORS MANUFACTURED BY
ALL SURPLUS MATERIAL THAT S ALL SWITCHED TO BE LOCATED 56" EgUIVALENT INSTALLED j NOHI ON APPROVED
CONNECTORS MODEL
UNSUITABLE FOR BARK FILL MATERIAL AS PER MANUFACTURES No HI OR APPROVED EQUIVALENT AT EVERY Q
ABOVE THE FINISHED FLOOR JNLE55 OF
To Be Mnx SPECS % RAFTER TO PLATE CONNECTION
SHALL BE REMOVED FROM THE SITE OTHERWI5E INDICATED. SUPFL,Y of+ Do / Q
PROTECT ALL TREES WITHIN EIGHT RECOMMENDED LAMPS IN ALI- 2 ANCHOR BOLT DETAIL i BEAM -
FEET OF THE BUILDING. PROPER FIXTURES m
APPROVALS MUST BE OBTAINED SCALE: 3/4" = 1'-0"
BEFORE COVERING ANY EXCAVATED � - w
K
WORK. NOTES,
L OBTAIN ALL PERMITS PRIOR TO
FOUNDATION WATERPROOFING THE START OF WORK.
INSTALL TWO LAYERS OF TROWELED a:^.e OMPOSIre oe nca
^c
DFsxlir2 I
ON FIBERGLASS MASTIC, (FED SPEC 2, FINISHES TO BE SUPPLIED / !
556. 153 TYPE-I) MEMBRANE TO BE BY OWNER o)ACQ aJoisTlle'AS Z
(afnLO 2xl0 BOL1E0 A5 SIVJWN
CONTINUOUS FROM TOP OF NOTE. EEDema IL FOR v '
FOUNDATION AND EXTEND TO LAP �sm^P Oer^a ,'m enw srL eoLrs \�.
EDGE OF FOOTING. THI5 BUILDING HAS BEEN DESIGNED AS `�/ �� ~ —ALUW
PER THE AMERICAN FOREST AND yy
PAPER A550G',ATION (AFBPA) WOOD 5iaPLrwoOO wsFLooe +.+nw Fozr —YZ
]ela FJI I le'O� _
CONCRETE AND FRAMC- GONSTRUGTION MANUAL e-w aArr urvwLnnrI,N DEGKINe
NO CONCRETE OR MASONRY WORK FOR ONE AND TWO-FAMILY ]s nca SILL PL�re _ oPnONAt.Saler ro \ �� LOOR JOIST = y
DWELLINGS (ANSI/AF&PA -FGM-201-1) EE SciEcreo ,'si .. r. L
SHALL BE DONE CURING TERMITE SH LO t SILL INSULAT N EAM
TEMPERATURES OF FO DEGREES F NOTE: ALL NON-ENGINEERED LUMBER DECORATIVE OLVMN COVER � O
AND FALLING NO GONGRETE SHALL TO BE DOUGLAS FIR #2 OR BETTER $ a:^.n^nooaeD n:"$o'-ROo�T
BE PLAGED ON FROZEN SURFACES 4x4 COLUMN
GONGRETE SHALL BE AIR ENTRAINED. € MASTIC DAHPROOFIMS . a HIDDEN DOUBLE FJ
TOTAL AIR CONTENT (PERCENT BY NOTE. e P .1.FOUNDATION w !Ll L eMQ POST GAP MANUFACTURED BY ELNo.SIMPSON ` )
STRAPPROE CONNECTORS MODEL No. BG52-2/4 OL
VOLUME OF GONGRETE) SHALL NOT BE FOUNDATIONS CHAPTER -4 DESIGN I I " r OR APPROVED EQUIVALENT INSTALLED
LESS THAN 546 OR MORE THAN 7% BASED UPON PRESUMFTI VE LOAD 4 A PER MANUFACTURES SPECIFICATIONS USE SIMPSON '�-MAX OR HDC, CONNECTORS O ^ I�
ADDITIVES SHALL BE ALLOWED BEARING VALUES OF SANDY GRA /E MASTIC TO INGREA E CORROSION RESISTANCE pY--\I lJ-I lJ-1
WITHOUT WRITTEN PERMISSION OF THE AND/OR GRAVEL AT 2000 LES FSR ]v+KEYwnr a 4'PCONc wa.e io/IO a•I COP.1 PE FII--Co Soul FOR ALL I�A/ ACG LU IN CONNECTION y � �
€ W.W.M.SLAD FR VJDE Iw SOOCpei P.cONc .1 4x4 AGQ COLUMN W/ ACG LUMBER. ul
ARCHITECT ALL CONCRETE IS TO BE SQUARE FOOT CONTRACTOR TO IO.ao P.corvc SFPCAO PTO. a PANSION JOINT AT wAL-
MIN 3,000 P51. AT 28 DAYS 8 X500 CONSULT ENGINEER IF DIFFERENT SOIL WIN se^sELOw GRADE z O
PSI FOR GARAGE SLAB, PROVIDE ALL MATERIALS ARE FOUND UPON O^"T € ° ;i,± COLUMN BASE MANUFACTURED BY SIMPSON STRONG-TIE
SLEEVES AND FOUNDATION VENTS AS EXCAVATION OR TEST HOLE FOR x MODEL No IONS O APP INSTALLED AS PER MANUFAGNREEfS Z
a e a e SPEGIFIGATIONS OR APPROVED EQUIVALENT
REQUIRED BY NY5 CODE UNI E55 ALTERNATIVE FOOTING AND m xa REBAR MIN. n ° 1214 PCONC. 5ONOTUBE IL
INDICATED, ALL FOUNDATION FOUNDATION WALL DESIGN M e^corvc,coven a --�°-'� �� t01
FOOTINGS ARE TO UN A MIN 8" DC-C-P ®36" BELOW GRADE MIN.
yr_ r_ nr_➢nrF veI
PROJC-GTING 6" ON EACH SIDE OF THC- TH15 PROJEGT COMPLIES WITH THE J o J
FOUNDATION WALL. PRO/IDE TWO #4 a^caMPAar Flu N K
0L0AB5 TO HAVES GONTI NUOS IN THC- YORK STATE 2010 RESIDENTIAL GODC- OF NEW �O I�DATO zHIL POLr vnvor+eAesiEn W O m
THICK GONCRETC- - v
6X610/10 WELDED �POUNDATION DETAIL DECK STRAPPING
WIRE REINFORCING ANCHOR EOL-75 IN cV N z
GONGREIN SHALL BC- HOOKED 5/8" X N Of-TAIL _1- UOQ z
SCALE, 3/4" = I'-O SCALE: 3/4" - I'-1-'
12" AT MAX, 5' 0.0 PROVIDE BITUMEN w 3
Q
EXPANSION JOINTS BETWEEN BLABS K
Q 1)
AND FOUNDATION WALLS
i
T/4E3L.E 5.1 NAILING AS FdER AN5I)AFBF°A VNFr-M-2001 TABLE 3.11 WALL SHEATHING ATTACHMENT REQJIREMENTS FOR WIND LOADS TABLE 3178 SEGMENTED SHEARWALL S:DEW LL SHEATHING REOUREMENTS
AS PER ANSI/AFa PA NF-CM-2001 AS PER ANSI/AF4FA WFGM-2001
NUMBER OF NUMBER OF 5TRUGTURAL SHEATHING OR PANEL 51DIN , THREE SECOND GUST
JOINT DESCRIPTION NAIL SPAGIN6 JOINT DESCRIPTION NAIL SPACING 110
COMMON NAILS COMMON NAIL MASIMUM NAIL SPAGIN6 FOR bd COMMON WIND SPEED {MFH)
SHEATHING LOCATION STUD SPAGIN6 NAILS (INCHES, O G.7 ✓
ROOF FRAMING FLOOR SHEATHING (INCHES, OG) SHEAR WALL LINE 6uILDING END WALL MIN LC-NGTH OF FULL
RAFTER TO TOP PLATE (TOE-NAILED) WALL HL STRUCTURAL PANELS 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT SHEATHING ON _
LENGTH, W (FTJ TODD O'60N NP
E F E r UILDING SIDEWALL L (FT) ) e 117 e l l e e * : _
12" O G SPAGIN6 a (2) ad I INCH OR LES5 ad b" EDGE / 12" FIELD ROOF s OE INC ❑ 1.6
10 (a) ad PER RAFTER GREATER THAN I INGH IOd 6" EDGE / 6" FIELD 4' EDGE ZONE 12" OG b 2 6 12 Ib 21
I6" OG 6 L b 12'
16^ 0G. SPAGIN6 b �3) ad DIAGONAL BOARD sHEArF1mG 2Q 2� TODD O'CONNELL,AIA
PER RAFTER 121, 00 b I_^ 6 12 24 3^_
10 (3) Ed 1"X6" OR I"xa" (2) ad PER SUPPORT INTERIOR ZONE I6" OG b I_^ 6 12 2b 3a 1200,Vatarans Me_moua(Hlghway
ce1uNG JOIST TO TOP PLATE (TOC-NAILED): HALL Hr 1"x10^ OR HIDER (s) ad PER suFPQRr 32 48 sure N:Iq
I2" OG, SPACING a (2) ad STUD SPACING MINIMUM NUMBER OF ad COMMON 36 is - HaUPPau9 ANY:11788
PCR J015T I NAILING REOUIREMENTS ARE BASEDON WALL SHEATHING NAILED b INCHES ON-CENTER AT THC PANEL EDGE. IF WALL SHEATHING SIZE g -. -.
10 (2) ad SHEATHING IS NAILED 3 INCHES ON-GENTER AT THE PANEL EDGE TO OBTAIN SHEAR GAPAGITIES NAILING REQUIREMENTS (INCHES, OG) NAILS PER SUPPORT 40 54 � -
Ib" O.G. SPACING a (3) ed FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED INC OR Ixa SHEATHING 12-Iq 2 _ _ 560 0 6T :fl (IP(681)650r(�666, is
10 (5) ad PER J015T TO MAINTAIN LOAD PATH NIS OR LARGER ' " �j 70 q' '�' I�(6�j'�65Q-06671
CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) ROOF SPAN SHEATHING 12-Iq.2 5 5 �l 4a
as 107
GROUND SNOW LOAD 20 PSF "_0�� 4�_Q�� 36._0.. 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER GONNEGTED MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE- ROOF, GEIL NO a I FLOOR 20 5.6
REDUCED TO I-160 NAIL PER FOOT. E = NAIL 5PAGIN6 AT PANEL EDGES (INCHES) 24 67
12" O G SPACING 3H2 PITCH (A) lad (V I6d 10) led EACH LAP F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIE_D (INCHES)
I6" OG SPACING, 5 12 PITCH (5) Ibd (N I6d (15116. EACH LAP 5 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL 2a 78
REQUIREMENTS I FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE 52 b.q
12" O G. 5PAGIN6 4 12 PITCH (3) 16d (5) I6d (E) I6d EACH LAP ATTACHMENTS SHALL BE USED 36 00
awn
I6" 0,G, SPACING -4:12 PITCH (i) Ibd IT I6d (.0) I6d EACH LAP RAFTER TO TOP FLATS / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 54A AN51/AF4PA WFGM-2001). ..d5'1 40 111
I, PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 2. TABULATED 12 INCH OG NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUDFRAMC- 50 13.9
12" Or, SPAG INS 5,12 PITCH (5) I66 (4) Ibd l6) Ibd EACH LAP MEMBERS WITH G , 0-4q. •Y, 60 I6l
WI O G 5111 NO 5 12 PITCH (3) I6d (6) Ibd (H) Ibd EACH LAP _ TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B FOR FRAMING MEMBERS WITH 042 ° G :O 4q, THE NAIL SPAG INGS SHALL BE REDUCED TO 6 V� l0 Id 4
" INGHE5 OIC
12" O.G. SPAGIN6 7:12 PITCH (3) I6d (3) I6d (5) I6d EACH LAP �i�l a0 222 ) "
5 WHEN GE LNG JOIST ARE
INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 'I f-
Ib" O.G. SPAGIN6 7:12 PITCH (5) I6d (i) Ibd (b) I6d EACH LAP ROGF,CEILING, e ^ FLOOR N1
AND CEILING JOIST SHALL EOUAL OR ExGEED THE TABULATED NUMBER OF NAILS REQUIRED 3 FOR ENTERER PANEL SIDING, GAEVANIZC-D BOX NAILS SHALL BE PERMITTED TOBE 2B ILa
12" OG SPACING d 12 PITCH (5) Ibd (5) I6d (-I 66 EACH LAP 5U55I TUTED FOR COMMON NAILS 52 155
4 TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING
I6" OG SPAGIN6 q 12 PITCH (3) led (EI I6d (5) I6d EACH LAP
JOIST WHEN FASTENED TOA 2x-4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO 2x6 TOP PLATE 4. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN CNPOSURE 6 36 152
12" 0 G 5PAGIN6 12:12 PITCH (3) Ibd (3) I6d (5) I66 EACH LAP RIDGE TENSION STRAP CONNECTION (TABLE 3bA ANSI/AF6PA WFGM-2000 40 Ib,a -
16" O G SPACING 1212 PITCH (5) I6d (3) Iad (i) I6d EACH LAP 50 111
CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) ROOF SPAN 1. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIFIED BY 070 FOR FRAMING NOT LOCATED TABLE 52B BOTTOM PLATE TO FOUNDATION GONNEGTION
GROUND SNOW LOAD 20 PI 12'-0" _i'-0" 36'-O" WITHIN a FEET OF BUILDING CORNERS AS PER AN51/AF6PA WFGM-2001 ::+. 60 258
N
12" O G SPAG INC 3 12 PITCH (4) I6d (CI I66 (10) I6d EACH LAPTHREE 51 GUST
Z. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B WIND SPEED (MFH) 110 80 33,7 r
Ib" O.G. SPAGIN6 3,12 PITCH (5) I6d F) I66 (13) I6d EACH LAP
12" O.G. SPACING 4 12 PITCH (5) Ibd (5) I6d (B) I6d EACH LAP 5, TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS O6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT TABULATED LENGTH REQUIREMENTS ASSUME BUILDING LOGATC-D IN ry
ANCHOR BOLT GOMMEGTION SUPPORTING SPACING (IN)1' ETABULA 8
16" O.G. SPACING 4:12 PITCH (4) I6d (l) ad 10) I6d EACH LAP (O6 A IO PSF) Z
RESISTING
12" O G. SPAG INC, 5:12 PITCH (5) ed (4) I6d (6) I6d EACH LAP 4 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING, FOR DIFFERENT RIDGE I/2" ANCHOR BOLT 2 TABULATED SHEATHING LENGTHS ARE SASF D ON aFT WALL HEIGHTS Q _V
STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. 1-5 STORIES FOR OTHER HEIGHTS, H, THE TABULATED SHEA HING LENGTH SHALL BE
I6" O G. SPAGIN6 5.1_ PITCH (3) Ibd (bl I6d (b) ad EACH LAP RIDGE GONNEGTION SPACING (IN ) 12 I6 19.2 24 4a 72 LATERAL AND SHEAR 30 MULTIPLIED BY HIS.
12" OC SPAGIN6 7 12 PITCH (5) I6d f3I I6d reled EACH LAP MULTIPLIER IOU 1 33 160 2.00 400 bD0 N
LOADS 5/b" ANCHOR BOLT 0
10" Or, 5PAGING 1:12 PITGH (3i Ibd (-1) Ibd (b) Ibd EACH LAP 5 WHC-N THE TABULATED NUMBER OF NAILS REQUIRED IN EACH ENO OF THE STRAP IS EQUAL TO 1 AND THE FRAMING I5 1-3 STORIES 5 TABULATED LC-NGHTS A%UME WALLS ARE HC-ATHCC-D AS SPECIFIED IN U z
12" O.G. 5PAGING d 12 PITGH (3I I6d f3I I6d (�I I6d EAG4 LAP ATTACHED IN ACCORDANCE WITH TABLE 31 THE RIDGE 57RAF AND ADDITIONAL NAILING I5 NOT REQUIRED 45 SECTION 3442 FOR OTHER SH BY
"IAT RIALS THE TAHINGT Y
LENGTHS SHALL BE MULTIPLIED BY THE MA PRIATE SHEATHING TYPO
Ib" O G, SFAC I NO q:12 PITCH (5) I66 (5) 166 (5) I6d EAG-I LAP I PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5 2 ADJUSTMENT IN TABLE S 170 Ij 3
C WHEN COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF r
2" O.Q. 5PAGING 12 12 PITCH ;3) Ibd (31 Ibd (3) Ibd EACH LAP THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF ad GOMMON NAILS IN A STEEL STRAP, OR THE NUMBER OF 9
I6" TIG 5PAGING 12.12 PITCH (3) lied (3) I6d (i% lad EACH LAP 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOd BOX NAILS IN A STEEL = WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR
4 MI MINIMUM
R GUI OF FULL HEIGHT THE MA\I SHALL NOT BE LESS THAN wG£�~N"rcrc
THE MINIMUM REQUIRED TO SATISFY THE MAXI UM SHEAR WALL SEGMENT � w 'uopo
COLLAR TIC- TO RAFTER (PAGE-NAILEDI SPAN LOADS THE MAXIMUM ANCHOR BOLT 5PAGING SHALL NOT(TAEXCBLE
THE ,( m o 0' rc rc�
STRAP. LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3261 OR ASPECT RATIO LIMITATION IN TABLE 5170 rc�-wo�xrcw (
�yy �w Jrc< wzi:
12'-0" (2) ad LATERAL AND SHEAR LOADS (TABLE 3,25), FOR OTHER ANCHOR BOLT IF.o u n IZ 0
Ib'-O" ("') ad TABLE 5a WINDOW SILL CONNECTION e 3 5 TOTAL ROOF SPAN SHALL NOT EXCEED 56 T BASED ON 515,4a nmIF 2oarc�: S
LIMITATIONS SEE SECTION 3_ 1 7 AND 3 u w
AS PER AN51/AF6PA WFGM-2001 ENDWA_L W,DTHS UP TD SOFT ARE SHOWN F USE WITH THE INSCRIBED i(u,°z8(_o Ern m
- 3) ad - w fy� - _
20' 0" C F- ILI-¢zrcm*j
BUILDING PROVISIONS OD 31 o3c
3:12 PITCH (3) ad PER TIE
TREE SECOND GUST 110 3 TABULATED ANCHOR BOLT 5PAGING FOR LATERAL AND SHEAR LOADS
24'-0"
WIND SPEED (MPH) ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3-;.4.2.
2b'-O" (4) adI� xr-awe:nm V
5"'-0" (-4) ad WINDOW SILL SPAN REQUIRED LATERAL GAPAGITY OF FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT mIu!`�w-p°'o W U
CONNECTION AT EACH END OF SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE i,=Zi;� 'u��p F:d T O
36'-O" (5) ad (FT) ADJUSTMENT FACTOR IN TABLE 5170, BUT IN NO GA5`E SHALL ANCHOR BOLT Fly z I-v O H
WINDOW SILL PLATE (LBS,) old
12 -0 (2) ad 2 113_ SPACING EXCEED b FEET ONE-CENTER. Hadxz Qu
161_0:: (2) ad o auNEI,0 I o rc
r
-} 265 4 FOR THREE SECOND GUST WIND SPC-EDS GREATER THAN 110 MPH, WITH A
20-0 (2) ad 6 5d7 TABULATED LATERAL VALUE FROM TABLE 35 GREATER THAN 262 FLIT, b
4:12 PITCH 24'-0" (5) ad PER TIE LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM F of u '�mil�
2b'-O" (5) ad a 521 TABLE 35 �rt:rc°I�rci�2l�' g
10 :661 LLf-wvl w(rrca.r
(4) bd _ 7q4
(4) ad " 926 °n�(('wfo LFrc
o�u:n n:LL
14
12'-1" ad 16 I05a TABLE 320 SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS m
(2) ad AS PER AN51/AFaPA WFGM-2001 a�� ��suP=O� Z
20'-O" (2) ad ¢� �LOu:N
TABULATED UPLIFT AND LATERAL GONNEGTION THREE SECOND GUST rc1errc w"
512 PITCH 24'-0" (2) ad PER TIE REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED IID mu: w��
2a-O" (5) ad BY 0q2 FOR FRAMING NOT LOCATED INITHING 8 FEET WIND SNDA (MPH) I(:a
o OF BUILDING CORNERS BOTTOM PLATE TO FOUNDATION FOUNDATION MAX, ANCHOR BOLT
3_'-0" (3) ad I=f-aat-mou:-coo �
ANCHOR BOLT GOMMEGTION SUPPORTING 5PAGING (IN.)"
56'-O" (5) ad
2 TABULATED FRAMING LOADS ASSUME A BUILDING RESISTING
2-0 (U ad
16'-0" (2) ad I-3 STORIES LOCATED IN EXPOSURE B a FT. END ZONES m
20'-0" (2) ba RAFTER / GEILING JOIST HEEL JOINT CONNECTION (TABLE 5qA ANO/AF6PA WFGM-2001)_ UPLIFT LOADS 5P
6 12 PITCH 24'-0" (2) ad PER TIE I. NAILING REOUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 2596 IF NAILS ARE CLINCHED INTERIOR ZONES
2a'-0" (2) ad -3 STORIES
32'-0" (5) ad 2. HEEL JOINT GONNEGTION5 ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOA75EARIN6 WALL, HEADER 45
36'-0" (5) ad OR RIDGE BEAM
T 0„ (1) ad I PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 52
116'-0" (") ad
B WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS To A LOAD BEARING
WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2 WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR
20'-0" (2) ad PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BOLT 5PAGING SHALL NOT EXCEED THE
7 12-12.12 PITCH 24'-O" (2) ad PER TIE LE55ER OF THE TABULATED VALUES FOR UPLIFT LOADS ('TABLE 526) OR
2a OI" (T) ad 4. EQUI',/ALENT NAILING PATTERNS ARE REQUIRED FOR GEILING JOIST TO CEILING J015T LAP SPLICES LATERAL AND SHEAR LOADS (TABLE 325), FOR OTHER ANCHOR BOLT
52,_0„ (3) 8d LIMITATIONS 51 SECTION 52.1.7 AND 5.2.20.
56,_0„ (3) ad 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY
BLOCKING TO RAFTER (TOE-NAILED) (2) ba EACH END 6, TABULATED HEEL JOINT CONNECTION REOUIREMENTS A55UME GEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE
RIM BOARD TO RAFTER (END NAILED) (2) I6d EAGH END BOTTOM OF THE ATTIC SPACE WHEN CEILING, JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE
WALL FRAMING THE TABULATED HEEL JOINT CONNECTION REOUIREMENT5 SHALL BE INCREASED BY THE FOLLOWING FACTORS: UPLIFT STRAP CONNECTION REQUIREMENTS
(ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 5.45) W
I-
TOP PLATETO TOP PLATE (FACENAILED) (?) Ibd PER FOOCEILING HEIGHT/ HEEL JOINT OONNEOTION
T ROOF RIDGE HEIGHT APJLeTHENT FAdTOFG FASTEST MILE WINDSFEED (MPH) FASTEST MILE WINDSPEED (MPF:) Q
TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) led JOINTS - EAGH SIDE 1/2 2 FRAMING FRAMING Z
SPACING ROOF SPAN
STUD TO STUD (PAGE NAILED) (=) lad 24 O G. 1/5 (FT) 5PAGING ROOF SPAN (FT.)110 MPH O
MPH
HEADER TO HEADER (FACE NAILED) Ibd 16" OG ALONG EDGES /s X135 (IN) NAILS IN EA END OF (IN) NAILS IN EA. END OF
TOP OR BOTTOM PLATE TO STUD WALL HT, 1/6 12 1 GAGE STRAP IYj'N2O GAGE STRAP Q
(END NAILED): Id (2) Il 1/10 III
12'_0" (2) ad 12'-O" (2) ba �
PER STUD O (2) ad q_ _ O (5) as
10 (3) I6d 1,51-011 (2) ad 16' O"
12 (4) Ibd -
12' O G 5PAGING h (-4) Ibd TABLE 310 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 20'- " (2) ad °O'-O"' (3) ad '
AS PER AN51/AF4PA WFGM-0001 12 1- " a u
16 (�) I6d 4'-O" 131 ad �
I6 (4) Ibd STRUCTURAL SHEATHING MAXIMUM 261'-0" (2) ad 2b'-O"' (8) ad W
20 (4) Ibd RAFTER/TRUSS NAIL SPACING FOR ad COMMON 521_111, (5) ad 32'-0" (4) ad
H (2) 166 5HEATHIN6 LOCATION' SPACING NAILS (INGHE5, OC.) 56'-0" (5) ad 36'-O' (4) Ed
10 (E) Ibd (INGHE5, OC) 110 MPH ZONE 120 MPH ZONE
12'-0" (2) ad 12'-O" (3) ad
12 (4) I6d E F E F
Ib" OG SPACING 14 (4) I6d PER STUD 12"' O.G. b 12 6 12 I6'-O" (2) ad 11-0 (5) ad
16 (4) I6d INTERIOR ZONE z
IB (41 ad I6"' O.G. 6 12 6 12 I6 24
24'-O:: (3) 8d 24'-O:' (4) ad
20 (4) I6d 1`1 O G 6 12 6 Ir
(1
PERIMETER EDGE ZONE 2b'-O" (3) ad 26'-O" (4) ad 1 v I
BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, 7 FE FOOT Ib"' O G 6 12' 6 r_ T'- r
(_) I6d` GABLE ENDWALL RAKE OR RAKE TRUSS 3- O" (3) ad 3_ O" (5) ad V
END-JOIST, OR BLOCKING (FACE NAILED) b' 6' 4 W/ LOOKOUT BLOCK 36'-O" (47 ad 36'-O" (5) ba
FLOOR FRAMING GABLE ENDWALL RAKE OR RAKE TIRU55
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) ad PC-R JOIST W/O RAKE OVERHANG O
BRIDGING YO JOIST (TOE NAILED) (2) ad EACH END RAFTER/TRUSS
BLOCKING TO J015T (TOE NAILED) (2) ad EACH END SHEATHING SIZE- 5PAGING MINIMUM NUMBER OF ad COMMON
BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (3) Ibd EACH BLOCK (INCHES, O.G) NAILS PER SUPPORT 11
LEDGER STRIP TO BEAM (PAGE NAILED) (5) Ibd EACH JOIST O O r
JOIST ON LEDGER TO BEAM (TOE NAILED) (5) ad PER J015T Ixb OR Na SHEATHING 12-P 2 2 2
Ci
BAND J0I5T TO JOIST (END NAILED) (5) 766 PER J015T IxIO OR LARGER
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) Ibd' PER FOOT 5HEATHIN6 12-11f2 5 3 LA
1
ROOF SHEATHING E = NAIL SPAGIN6 AT PANEL EDGES (INGHE5I " ' r
5TRUGTURAL PANELS ad 'SEE TABLE 3.10" F = NAIL SPACING AT INTERMEDIATC SUPPORTS IN THE PANEL FIELD (INCHES) O
DIAGONAL BOARD SHEATHING I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOFJNCLUDINS 4 FEET ON EACH SIDE OF I ) N � '-I-I
:ILu
xb" OR I'I I (21 ad PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIME-TER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED UA LLU
1'.10" OR WIDER (3) ad PER SUPPORT " OC, INS A55UMES SHEATHING ATTACHEDTO RAFTER/TRUSS FRAMING MEMBERS
O �}'
GEILING SHEATHING A5ULATED 12 INCH. ONAIL SN O
WITH G % 0.41. FOR FRAMING MEMBERS WITH G < 042 G < 0.411, THE NAIL SPACING SHALL BE REDUCED BY 6 INCH. O.G. Cj 3
GYPSUM WALL BAORD 5d COOLERS 7' EDGE / 10" FIELD U-
WALL SHEATHING 5 TABULATED 6 INCH O.C. NAIL 5PAGING A55UMES SHEATHING ATTACHrSTO RAFTER/TRU55 FRAMING MEMBERS WITH Q
G > 0.4q. FOR FRAMING MEMBERS WITH G < GAS G < 0 4q, THE- NAIL SPACING SHALL BE REDUCED BY 4 INCH OG
STRUCTURAL PANELS ad BE TABLE 311*
FIBERBOARD PANELS 4 TABULATED 4 INCH 00, NAIL SFAOING A55UMES SHEATHING ATTAGHEOTO RAFTER/TRUSS FRAMING MEMBERS WITH
T/I6" bds 3" EDGE / b" FIELD G > 04q FOR FRAMING MEMBERS WITH G < 042 G < 0,49, THE NAIL SPAGIN6 SHALL BE REDUCED BY 3 INCH. OG
W W
r Fm VI
25/32" ad, EEDG6
E / " FIELD 5. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B F
GYPSUM WALL BAARD 5d COOLERS 7" EDGE / 10" FIELD N W z
HARDBOARD ad *5EE TABLE 311' W Q Q lV
PARTICLEBOARD PANG-L5 ad *SEE MANUFACTURER* U O z
DIAGONAL BOARD 5HEATHIN6
".x6" OR "xa" (2) 'I'dPER SUPPORT W
m Q Q
"x10" OR WIDER (5) ad PER SUPPORT
O p 0 p
SQX2QXIQ +_O
all P. GONG. PAD _
al-011-
5
'-O"
5QX2QXIQ I�Z �T �,I' — — II 10000rE0NNELl
_ w� LL'4 r c
P. GONG. PAD _I- _ — — — — . , . . — — — — — al— . . .�. -. 2 I'I — — 6-, — 13�_O�� Q I w
pm b r — — — — — — — — — — — , p
SPACED LESS�!LiaN I X x O O D O'CON 0ELL,AIA
f1 — ry — — — — — _ _ _ 36" HIGH HANDRAIL a) a � _ 12QO;H N
IN N
0 l9 l9 I-V-_" of o
- .. �. ~ — — WITH DaUPPau ea20 Highway
I_ - e
suit
_ — — _ — _ _ _ — J - - �r
4" APART To COPE I „YF '�-,P 6316UnaI HI
"I 2".b"-R1 ® 16" O C 2'x ' RR a 16" OC .. . ( I 0666 .
F
WPOU TI N WALL O 4"X4" AGO P05T __. 2"x4" OT 6 16" C. - --_ �6 8 �q�l
DROP FOUND TION IOx2O P O NC. FOOTING
2 x68 _ . ' — sr ---- --- -- - - - - -- - --
I
w W/ 2"z4"
KEYWAY; IN. 56" / NOTE' pOUBLE ALL F1 a
J\ W/(2) %4 R BAR
tQ GRADE. ( PIGAL i -! UNDER PARALLEL WALL u N N
O 4" CONCRETE SLAB
4 CONCRETE SLAB W/b MIL V B ON 4"
W/ 6 MIL V.B. ON 4" x E COL CELLAR QTY 5 AU E COL. N _
CGOMPACTED GRAVEL w ry Va 5T PIP ON GPOMPAGTED SOEL PI D GONG
FOR DOOR PARTITIONS BO Wp
ON COMPACTED SOIL POURED GONG FT6 U CONIC. N ttl �;•
YPICAL, j DECK PLAN ROOF PLAN
- - - - - - - - - - 6 =
GARAGE
- _
W14X'14 STI. T'_+I/" ALL
O SCALE 174" I'-O" 1'-0"
F-
SCALE. I/4" n n
PT. LOAD —�� J J
ry FROM ABOVE - - n
BEAM ry
N L N - a 3�Y ST PIPE COL ! �A
POCKET H 7W/ 24'k2CONO -
5/e" NPE-X 5HEETROGK fPOURED GONG PTO f1
WALL5 AND CEILING POREDTCOIPE NG. FTOL.6 UT (TYPIGAU
W/ 45"x48 .24 F(2) 1'> 7 w
O ASPHALT SHINDIES TOT SELECTED V1
LL 2
OVER IS% BUILDING FELT _--- ----- -.. m
tt! DROP FOUND TION dLOLE_DOUBLE ALL F.J. ® ASPHALT SHINGLE TO BE SELECTED - - -- - -UNDER PARALLEL WALL -f X - 4x3 ALUMNIUM GUTTER W/ 3x4 OVER5>< BUILDING FELTFOR DOOR N �N ALUMNIUM LEADER TO BEPARTITIONSABOVE LL\ W POOR D GONGSELECTED BY OWNER4x3 ALUMNI M GUTTER W/ 3x4 I ry FOUNDA ON WALL ALUMNI M LEADER TO BE -- _
O O r 1
n XI XI ly 10x20 P. GONG FOOTING 5E SrGTED BY OWNER Q V
ry W ry W/(2) %4 BEAR W/ 2"x4"
NI N I
GRAPE Y;MI PILAU ELOW = 36 HIGH
H 5PINPLE5 PRAIL Z
L _ _ _ _ - - - - - - PACED LE55 THAN—\
r0l . . , •. . L - -'— — -- — IJ .. . . .. ,r
4.
APART TO COPE
— — — — — — — — — — - - - - - _�! 36" HIGH
WITH SPINDLES DEGK SKIRT
wWvn-n�Z£i- - — — SPACED LESS THAN ¢_ 'v
4"
4" APARTTO COPE- - _ - - _ — _ — N�
z
-�fAG�C-BGER — — 141,
I5'_O" R �� x� fn O 50LID ND TUBED FILLED w L�, MILL r z
U nl
60_O"
<- _ z Jaz r� Q
2"X8" AGO LEDGE ® CONCRETE MIN S6" O m° W
':rJ. - nu1� J'r �� Y
LAG TO EXIST WITH " 4 - II O 12 BELOW GRADE (TYP) n n'�'i U
AND 6" O E BOLTS I' OG. a- -° ° W --
STAGGER TECO JOISTS TO ry 4"X4" AGO P05T +� dr ��o
LEDGER WITH ZING COATED � — — — — — — '—� C 9dowrc�
OR HOT DIPPED GALVANIZED _ — — _ EAST ELEVATION NORTH LEVATION noU
�mwLl°
14QX2QXIQ _ — — — — — - SCALD I/4" 1'-O" SCALE I/4" = I'-O" o
P GONG. PAD — _ . .I �~U3OiITea 2Q' IlJ
L : - -.— .- -
_ J �F�I=�°IIS°FwLL
FOUNDATION PLAN z
z
Q
ASPHALT SHINGLES TO BE 5EILEG7E odma £ K
OVER 15% BUILDING FELT ASPHALT SHINDIESTO ELECTED ?aa rN oo o° Q
--- ' =- __- OVER IS% BUIUIL INC FELT
- 40 ALUMNIUM GUTTER W/ 3x44
ALUMNIUM LEADER TO BE 2"X511 RR
SELECTED BY OWNER }
36" Hal- m HANDRAIL _
HITI SPINDLES
36" HIGH HANDRAIL SPACED E55 THAN
WITH SPINDLES 4" APA TO CODE
SPACED LE55 THAN
4" APART TO CODE 2"X8" AG LEDGER
LAG TO EXISI WITH �" 0
AND 6" LAG BO 75 1' O.G.
DECK SKIRT STAGGER TECO JOISTS TO
LEDGER WITH ZIN COATED
OR HOT DIPPED G VANIZED
COMPOSITE DECKING
2"Xb" AGR F.J. a 161, O.G. 1I
(2) 2 XIO" AGO
1 P 4"X4" ACa POST
TECO
HURRICANE
GL P
SOUTH ELEVATION
12"�P SONO WDE FILLED
SOLID 3000P51
5GALE. 1/4" = I'-O" CONCRI TE MIN 36"
BELOW APE (TYP)
Q
Q
>
SECTION
SCALE: 1/4" = 1'-0" Z
O n
It
~r ALuw
�l
7
IL � O �
0Ld
I�� O
Www
0
Q
Q
r w
v O 4 z
ui 3
O O N
z
W
Q
1 ELEVATIONS TOTAL AREA = 2 , 460 SQ . FT. F
U
2 FOUNDATION PLAN USE GROUP = SINGLE FAMILY '
3A2 3B FLOOR PLAN CONST. TYPE = VB
414C CROSS SECTION GROUND SNOW LOAD = 40 LB /SF0.
5A15B PLUMBING PLAN SEISMIC DESIGN CAT. = C
6A26B ELECTRICAL PLAN SOIL SITE CLASS = D
8 STD . NOTES & DETAILS WIND SPEED (3 SEC. GUST) = 120 MPH SjEREDgRc
tUG eP�� R,WVy yil
EXPOSURE CATEGORY = C 0: oi
MEAN ROOF HEIGHT = 33 ' [ MAX ] FT a SOPIVEW�0
FLOOR LIVE LOAD M
N p
1 St FL. = 40 LB /SF o
2 Y � O
n dOEEI IDATIQN�'R 3 0 LB/SF
AILING & CONNECTIONS
REQUIRED, z N r
J fR APPROVID AI NOTED 5
�Ip ' D)NOT,IIPROCfED*4
v, w o
1 I t II UNTIL DATE.'/.P,N 3 73Sfi 12
OFEpUNpATION LOCATION FNIOITIF IU /Y
aROV�D.P AT00
m
111.1101 1 AM TO 4 PM FOR THE
C � PIUAGERCER7RCANDNOTINIO ►ICTIONIf �
d ON LEADCQWIVTSEFOEPOUWNTWOREQUIRED ^ O
�/ Z (D
ORE "
CERTIFICATEOFOCCUPANCY q®9HpIgA INO?NUMB% E ' °°
* DESIGNED TO THE FOL--LOVIIING: SO�oERUSED INwATER . �T���PN® ��IaTRicA�eaAULKIND � � = Z00
SLIFI'lYS.YST,EM'CA11NOT i YhA
AT
lAT &ELECTRICAL00
DESIGNED
$XCEED2ItI7OF.f%LEAD. MLITII�PMPLITPedRCp
— 2010 RESIDENTIAL CODE OF NEW YORK STATE' ALLODNITRUCTION EMALL MEET THE ti c
- 2005 WOOD FRAME CONSTRUCTION MANUAL, SBC HIGH WIND ' OFTNECODmum
tNEW ow N = oc)
- 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF
RETAIN STORM WATER RUNOFF = N
NEW YORK STATE
PURSUANT CHAPTER 236 Q W vi �
'PLU'MBING' OF THE TOWN CODE I- co W t cui
- 2008 NATIONAL ELECTRICAL CODE ALL PLUMBING WASTE 00
p = N 0 c
&WATER LINESNEED OCCUPANCY OR Ld (/') a>
TWING'0DCIRE COVERING
„ USE IS UNLAWFUL n w z
*NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT THESE WITHOUT CERTIFICATE � a wW ®®
PLANS (AND SPECIFICATIONS) ARE: o o
1) DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS OF OCCUPANCY z Y N a W >O
APPROVAL (M 0659-02-058) ON FILE WITH THE DIVISION AND ATTACHED CONDITIONAL APPROVAL LETTER." [ifw a Z U ®®
2) IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, aui C:) a
2010 EDITION. COMPLIANCE IS DETERMINED BY THE USE OF RESCHECK, COMPUTER SOFTWARE zz m U n _
DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, ELECTRICAL < w
ar m
503, 504, AND 505. INDIVIDUAL MODEL PLANS SHALL BE ACCOMPANIED BY A RESCHECK REPORl'�sPECTION REc1UIRa r� In m-i m w Q 0
LJ "za vii > zqI� N w
N ��� � d �O Nza
}
U
W
Q
O
® 12 ® w
9 fa.LL
/1
Z
Q
a
01
\5-�EftEp
PORCH BY B/P N
W A
IL
pp (�` X32875
H ® ® V ® ® N ® ® O�NEW O
N N N
IIIIII��I O f f \
\`G/ O N Y1 O N\
O
m !` Z O
O
� O
ALL EXT.STAIRS, STEPS, RAILS & GUARDS TO BE < w
DESIGNED, SUPPLIED AND INSTALLED BY B/P m w
- WINDOW GRILLE PATTERNS SHOWN ARE FOR ANDERSEN WINDOWS.
GRILLE PATTERNS FOR OTHER MANUFACTURERS MAY BE DIFFERENT. }
FRONT ELEVATION m J c '0 ,00,
SCALE: 1 /4"= l '-O"
cn y I
T 0 0
cOC c O
�1 a m L
PLUMBING VENT ` 00 Q w n ¢ a L y v
STACK 7 jj N J Z Flff V � 5 O
— > 00 _� � 0
0
m z 3 0
wN N 3 WxU' O o L C cn
J 3 I
N = N
y� /,N Q N � M
E CNHAR ® ® ® ® LIJ CD
00 < CnU
�S W Q) �v
W Jj
U
58'-O" Z
948 plf lJ
40,-0" Q
Z
O
F
---- , U
d
r- ----J
I I
I
O � ONM �
I NI
cZ
PLOADS FROM ABOVE ARE DIMENSIONED, OTHERWISE
FOUNDATION WALL MAXIMUM SPAN BETWEEN COLUMNS TO BE 11•_10"
FOUNDATION FOOTING a
o
18,_3„ 2,_8„ 14._9.
"'* 13•-9„
500 plf I500 pIf 1034 pIf 1034 plf
r- -� r- --7 --1 r- -, r- --I ,. ,,EnE DAR
t Q
'�- - B—I- - - -I - —F -0--1- - -�- � - ♦- �� _ - - C� QpR Warr yij,
L---J L_ _ II L_ L--_J
i '5 �LALLY COLUMN N m
A
COLUMN FOOTING W N�
ID\P00NP�- / 'S M L1 d 9T OJ2876 Q�
M6 STAIRS DESIGNED & F NEW y�
APV CONSTRUCTED BY B/P
I Q\PCO UP N M N N
Sp O 0
SQL
O O Q N O ¢
0 o
z o
O _--- J O U y U S
0 W
tt O ¢ 0
W pp
N N
U a00
13'-8" 13,_0„ 13•_8„
948 plf I tD
0 V7 I
4J N
cc < Ems ;
00
U w 00
O < Ww X200
(n 0 w N 3 U O ® L ¢
SEE FLOOR PLAN FOR HOLDDOWN Q NSM
LOCATIONS AND REQUIRED CAPACITIES w 00 � � o�
D ^ ) crn
Il '�l v�
W J > Z
1-- z Of ® ®®
(.�
Of 0
z LLI 0)
m Ur72
Q N o
(A �JJ F I�
W 2
0Z. tii'vlz N II
W yU'1Lw zz
p-
58'-0"
40'-O" )~
18'-0" U
13'-2'
10'-3 1/2" 3'_6 3/4 5'-5" Q
12'-0 1/2" � DH 436 5425 N Z
91-01, 6'-6" 7462 $ C245 S108 0
DX30
5,_11„ 1' 9 3/ O 0 z44z J 2 z 384x m U
CW2Mz yI- 3942 OO L-- 0 u W
DW 612 =3396 CAR s �"
5242 SCAR DB15 612 0 B36 n W
DH 056 5108 OSB36 SB36 � PREP WTDR01x g BEST
' BF548 Z
® � ~ J'aa 7'-3" x O
O B NI 2 a
ip N B 4-21 B30 B24 B24 B24 a
I a 5242 5'-e t/2' n V72 i7 p
-" GREAT ROOM KITCHEN 3'-x21/r s = O
X 23'-2 1/2" x 13'-0 1/2" D30
lip 1T-S 1/2 x 21'-O" u MQ -RAISE CABINETS 3/4"- % �'----------
-CCM CROWN MOLDING W/SOFFITS-
5242 $ 0 2-D26 0rGREDgRc
_ j 5
H Wq4r y/T
4 1 1 2" x 5 1/2" MICROLAM - CEILING __ - — - —' - � Qp O
0 0 0 L2 1 1 2" x 16" MICROLAM ROOF- _I 1 1%2" x B 1/q" MICROLAM - 2ND FUR 'I
I I 1 - FIXED CATHEDRAL RAFTERS
N ro 5: 2186 ' 5683#' N i Ul
" E3] 2x4s E3] 2x4s o 0 5$ W J,
[3] 2x4s �" 9TF 032876 OQ�
5242 # OF NEW y
ZN
OHO
06
6 N ✓ N N
�o �» BEDROOM 3 O <
1831 " DINING ROOM O ` m
UP �
io 5242 // 12'-11 1/2" x 13'-3"
o 13'-1 1/2" X 11'-2 1/2"
TRANSFER
AC 65 Z O
a Z Z y A
t0 Z N W W
5242 M -STDHRA 3SUB6 DH 056 DH 056 a DH 056 DH3056 542
7462 $ 1 '^
' V-7 1/2" 3'-6" 003•_7 1/2
5'-ll -7 1/2. 2,-3, "
co
5'-11" 6'-6" 3'-6" I to
9,_O., 9•-0„ 4'-1 1/2" 5'-3" 4'-1 1/2" 6'-6' 6,_6„ 3'_6" 0 N
rn I
13,_6,. Q Rn
18._0„ 13,_6,. y O J 0 3
_E—NERGY 5TAo IKMEIGNCF- of * T
WINDOW R.O. *CAULK UNDER ALL EXTERIOR WALLS* < 'L
SIZE W H *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN g'-01' FIRST FLOOR CEILING HEIGHT � z > as ,�
Z 9 O
DH2436 2'-4" 3'-6" FLOORS, CEILINGS AND EXTERIOR WALLS* ENTIRE FIRST FLOOR N
DH3049 3 -O" 4 -9 o o 0 3 0
*FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR o a
DH3056 3'-0" 5'-6" WALL OUTLETS*
DH2-3049 6'-2" 4'-9" *WALL INSULATION TO BE INSTALLED SPLIT AROUND m ¢ W
DH2-3056 6'-2" 5'-6" WIRING AND ELECTRICAL BOXES-N2 GAPS* ELQ2& PLAN NOTES: O H O i
DHCN235 3-5 1 4" S-5 3 8" *INSTALL MATING WALL GASKET* 1 20 MPH WIND ZONE 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS Q Q m
AS FOLLOWS: J 00
*LOW EXPANSION SPRAY FOAM INSULATION INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE W o0 U o
AROUND DOORS AND WINDOWS* SHEARWALL LEGEND SECTION R301.2.1.2 EXCEPTION, THE BUILDER/ PURCHASER 00 Li
N
ALL FIELD NAILING IS 12" OC SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED EXTERIOR 47
SEE BELOW FOR EDGE NAILING PROTECTION, INCLUDING THE FASTENING. � M
SHEAR WALL (436#/LF) 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE RATING !n V) W Z
SHALL CONFORM TO IRC SECTION R301.2.1 W - 'r / /'1 ®�
® w/ Bd COMMON NAILS 0 6' OC 3) SHEARWALLS AND HOLDDOWNS ARE NOTED ON THE FLOOR p O CD V E
SF ® SHEAR WALL (590#/LF) BUILLDE /N AS RPURCEHASER 1NCED 3 RESPONSIBLE THE AFOR PROVIDNGLL SCHEDULE. TAND HE z Y U Q ®®
LIGHT & VENTILATION SCHEDULE ( w/ Bd COMMON NAILS 0 4" OC INSTALLING ALL HOLDDOWNS AS REQUIRED BY THE SHEAR WALL p 6. 00_
LIGHT VENT SHEAR WALL (730#/LF) SYSTEM DESIGN (B 1/2" x 11") SHEETS o a D_
ROOM AREA REQUIRED SUPPLIED REQUIRED SUPPLIED ® W/ 8d COMMON NAILS 8 3" OC 4) SEE THE FASTENING SCHEDULE ON SHEET 4C (A STAPLE z 0 ui � Z
367 29.4 85.4 14.68 6D.62 EQUIVALENT IS INCLUDED FOR THE SHEATHING FASTENING) Q N_ o
GREAT ROOM ® HOLDDOWN LOCATION c~n a`''r
DINING ROOM 156 12.6 23.4 6.32 13.54 5) SEE THE UPLIFT STRAPPING REQUIREMENTS ON SHEET 4C J J m Ln
AND REQUIRED LOAD 6) CORNER POSTS INCLUDE (3) STUDS MINIMUM w �ZQ N Ln �q N w Imo '
KITCHEN 271 24.7 8.0 10.84 T20 LOAD1 ;'�,'JI
7.4 6.0 3.68 20.00 w W uTLL z N ¢
BKFST 92 (n v o� O " a
BEDROOM 3 151 11.0 23.4 5.52 13.54
40'-0"
15'-11'• 10'_6" 13'_7" Z
Ld
1931 # 14'-9 B'_2'p 12'_5„ 'll./ Q
H243 H243 1931 #
z
Li0
O
O III III N
_
W
V72 OV36a.
om ch
D24 D26 D26 ai
ATTIC
� ACCESSI j� I p �
22x30 / 2
E -
D24
2425#
r27 1 1/2" x i6" LINEN [2] 2x4s �RED,gR
_[2 1 1 2" x 16" MICROLAM - ROOF fACROLAM - ROOF [p, 1 1/2" x 11 1 4" MICROLAM - ROOF in h /' p�� R Wql Chi
0
3497# o
[3] 2x3s W
2x4 x 42"H 03 5 0
HALF WALLS ?' �`•' OF NEW
in o
931 " MSTR BDRM BEDROOM 2 M ^ "
TRANSFER n
12'-ll 1/2" x 18'-4 1/4" 2x4 x 42"H HALF WALL 12'-11 1/2" X 18'-4 1/4" $ c o
O m
LOFTo0
12'-4" x 9'-6 1/2" 242 # �� z o
DH3049 H3049 o z� o 5
DH3049 DH304
2422 # T a w
w K
'-7 1/2' 2•_3„ '-7 /2' '-5 3/4" P6 35 3'-5 3 4" __ m a w
PTR 010 / '-0" 3'-6" '-0"
00
4 -1 1 2" *STRA SUB* J
/ 5._3.. 4'-1 1/2" g•_g^ 6._6„ 3'_6„ 6�_6^ C
13,_6" 13,_0.. 13'-6"
a � � 00
WINDOW R.O. y O J o 3 e*
SIZE W H -ENERGY STAR COMPLIANCE- o
_
a
*CAULK UNDER ALL EXTERIOR WALLS* m a-
z
DH2436 2'-4" 3'-6" w
DH3049 3'-0" 4'-9" *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN 00
'
FLOORS, CEILINGS AND EXTERIOR WALLS* �k ¢ z 'z o x
DH3056 3'-0" 5'-6 *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR " 5
DH2-3049 6'-2" 4'-9" WALL OUTLETS* CD z o o 3
DH2-3056 Fz
6'-2" 5'-6" *WALL INSULATION TO BE INSTALLED SPLIT AROUND �' o m z Q o
DHCN235 3'-5 1 4" 3'-5 3 8 WIRING AND ELECTRICAL BOXES-UQ GAPS* FLOOR PLAN NOT 0 N n w -60
*INSTALL MATING WALL GASKET* 120 MPH WIND ZONE 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS J io w FlI o O O c I
AS FOLLOWS:
*LOW EXPANSION SPRAY FOAM INSULATION INSTALLED Q LL N � m
AROUND DOORS AND WINDOWS* SHEARWALL LEGEND IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE
- wn
ALL FIELD NAILING IS 12" OC SECTION R301.2.1.2 EXCEPTION, THE BUILDER/ PURCHASER 0 00 oi�
SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED EXTERIOR I\ m.m.�
SEE BELOW FOR EDGE NAILING PROTECTION. INCLUDING THE FASTENING. W N- Q N
SHEAR WALL (436#/LF) 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE RATING Z >- Z M H
® 0
W/ Bd COMMON NAILS ® 6" OC SHALL CONFORM TO IRC SECTION R301.2.1 W J > Z
LIGHT & VENTILATION SCHEDULE (SF) ( / ) 3) SHEARWALLS AND HOLDDOWNS ARE NOTED ON THE FLOOR ~O JO ¢ L U ®®
® SHEAR WALL 590 LF PIAN AS REFERENCED BY THE SHEARWALL SCHEDULE. THE Z
W/ Ed COMMON NAILS 0 4" OC BUILDER/ PURCHASER IS RESPONSIBLE FOR PROVIDING AND z 1' W a_ ®®
ROOM AREA LIGHT VENT INSTALU ALL HOLDDOWNS AS REQUIRED BY THE SHEAR WALL V) a tel, W
REQUIRED SUPPLIED REQUIRED SUPPLIED SYSTEM DESIGN (e 1/2" x 11") SHEETS ` 1
® SHEAR WALL (730#/LF) Q o o =
w/ Ed COMMON NAILS Q 3' OC w W M Q
MSTR BDRM 231 18.5 19.8 9.24 11.52 4) SEE THE FASTENING SCHEDULE ON SHEET 4C (A STAPLE D 'm U N7 =
BEDROOM 2 231 18.5 29.7 9.24 17.28 ® EQUIVALENT IS INCLUDED FOR THE SHEATHING FASTENING) Z
T
HOLDDOWN LOCATION 5) SEE THE UPUFSTRAPPING REQUIREMENTS ON SHEET 4C H oW} M N o
LOFT 106 8.5 20.2 4.24 D.00 LLJ
AND REQUIRED LOAD
LOAD # 6) CORNER POSTS INCLUDE (3) STUDS MINIMUM g z II
W Za � Ln -Q Nw
U) jU7W z I� Q� a� a
}
U
z
w
Q
z
O
ROOF PITCH MAY VARY CONT RIDGE VENT 18 inZ/if U
SEE ELEVATION DWG #1 w
CL
V)12z
TYP ROOF
PRE ENGINEERED & 7 30-YEAR SELF-SEALING FIBERGLASS SHINGLES
CERTIFIED ROOF TRUSS DESIGN THIS ATTIC SPACE OVER 15# ROOFING FELT
IS DESIGNED FOR OVER 5/8" AGENCY RATED SHEATHING Q
LIGHT STORAGE BITUTHANE 11
AIR BAFFLE BY WMH- APPLIED CONTINUOUSLY TO EVES FOR ICE SHIELD p
a
R38 INSULATION 1x6 SUB-FASCIA
W/VAPOR BARRIER
ALUMINUM FASCIA
TYP EXTERIOR WALL VINYL SOFFIT 10.7 in FRED
[2] 2x6 SPF #3 TOP PLATES z\ftZ VENT j q�,,..
2x6 SPF #3 ® 16" OC STUDS
C,,\\9 C•'•
2x6 SPF #2 SOLE PLATE Q � pP R '��r y%A
1/2" GWB INTERIOR SIDE c TYP INTERIOR WALL a' Zt FP m
R19 INSULATION WITH VAPOR BARRIERca [2] 2x4 SPF #3 TOP PLATES �,
( STAPLED TO STUDS ® 7" O.C. - MA only ) 2x4 SPF #3 016" OC STUDS " '
1/2" AGENCY RATED SHEATHING EXTERIOR SIDE 2x4 SPF #3 SOLE PLATE w a
�. O�
'032875 >
VINYL SIDING 1/2" GWB BOTH SIDES 9>•
WEATHER PROTECTIVE BARRIER X32875 O
NE
200 SPF #2 ® 16" OC FLR JST
N
O6 N Q
2x6 PT SILL PLATE TYP MARRIAGE WALL oN
(SUPPLIED do INSTALLED BY B/P) �I [2] 20 SPF #3 TOP PLATES
m 2x3 SPF #3 ® 16" O.C. o \� z°
1/2" AGENCY RATED SHTG. MAT.SIDE
z
1/2' GWB INTERIOR SIDE s' i z
FIXED RAFTER MICROLAM BEAM 2x3 SPF #3 SOLEPLATE J o z _P o w
CROSS SECTION o T a o w =
m r O K O U
SCALE: 1/4"=1'-0" 12 TYP SUB-FLOORING—\ a
ROOF PITCH MAY
3/4- AGENCY RATED SHTG. } J
AIR BAFFLE U
°
VARY-->SEE 6° m rn00
ELEV. DWG #1 SpF ,�ry�P�1y5 2x10 SPF #2 ® 16" OC FLR JS I O N 0,
N � N
BY WMH POST TO SUPPORT R-19 FIBERGLASS INSULATION o.
La o M
MICROLAM - TO COMPLY W/ENERGY CODE O r 00
(INSTALLED BY B/P W/VAPOR e' m
R30C INSULATION BARRIER TO WARM SIDE) E m a 5 = d
W/ VAPOR BARRIER m ` z
GD a
SEE STANDARD NOTES & 15/1e' a a z x
DETAILS - DWG #8ST IRS " m e N J uc t�
TEMPORARY MEMBERS BY ,RS
P m o a9 1 0 3 p
R � p omw llle
v/--JJ1��
(n O W3U O p / I L oO�i
= rn
o z I
N = N
STD MARRIAGE WALL I j CO w c 00
D 00 <-;-
r-
r- T
LJ � CD
W J j Z M H
~ 0 Ld ® ®®
O 0
z YV) Q ®®
p < OO_
W' w Q
Q o oo <
p wrna
z m U1� 2
CN
(n JJ w O
W �Z� Fmz N II
Ln
�q w
W NL, o N{� a
V) v o l, oO �n� a
/e////
\\` 1 1/4' x ED W STEEL UPLIFT STEIN
IN51'IllEO OYFR� //
LENRDDF T FRIAIATHING AND AND
SFASTENED
TOP TABU IM) ROOF -
}
ROOD PEU( INSERT FRAME \\\\\\ z
\\\\ ROOF PEAL( FRAME 1 1/4' x E0 DA STEEL UPUFT SIRWS INSTAEED OVER' Ld
Z
STAND ROOF MILES KNEE WALL ROOF SHEMMING AND
INO ROOF FASTENED
EDTOPFR TABLE
INN RODE a
RODF MUM TOP CHORD J
ROOF 1ROS TOP CHORD —
<H ) FLIP TYPE ROOF RIDGE CONNECTION O
�D) STANDARD TRUSS (INSERT TYPE) ROOF RIDGE w
CONNECTION STANDARD ROOF TRUSS KNEE WNL (L
1 1/4' x 10 G1 STEEL UPLIFT STRMB FASTENEp PER
ROOF muss MP CHORD SIETB'lEA9 S�RWOXK WS NNFE WNL. IFIER ROOF IC
P (L
a
m
EXTERIOR WNL SND
EN 7,.E.'
MATING WALL STUD j ARE D/TRIC
CC� ROOF TO EXTERIOR WALL CONNECTION Q e,
r BEr CRex , G I STANDARD ROOF TRUSS TO v
t t/4' • EO a E? WA L SHE THING A• 1e' LRfS(ONSIBINY� -
MATING WALL CONNECTION
FA INSTALLED PE OABL COAL sxGONroO M9
FASTENED PER TABLE INTO SECOND IND FIRST
CIO
FLOOR STUDS p� LLI
IXIERIOR WNL SND PBSUGE
IlRCWSER 0- 'P
SECOND FLOOR PERIMETER BAND RESPoNSIBIUtt r�( X32875 0
1�
SECOND FLOOR CONBmucTwx NOTE BOX LEGEND PN
EWy \
TOE ENL FLOOR PERIMETER BRIO M CBUNO ODUN6 DENOTE RFSPONSIBILM
SLAW
WITH (1) 1b NMS • 12' CO N
p a
N
O
FlRST OUNG COLING CONSTRUCTION
- L{ CBUNO PERIMETER 6W0
O
2
- j FACE WITH
IXIERIOR WALL SXFATHINO STRIP ill
FLOOR AND CFIUNG PERIMETER Mm WITH Btl
tU1150e' GO Z p U
EXTERIOR WNL SNO Q D W U
CB ) Of
SECOND FLOOR TO FIRST FLOOR CONNECTIONS @ rl'r,!l,I'/l SHEARWALLS SHALL CONFORM TO THE SPECIFIC HOUSE SF
EXTERIOR WALL �;���\\\\ // / ��/' DESIGN CALCULATIONS, SEE FLOOR PLAN FOR SHEARWALL J V
'/ AND HOLDDOWN LOCATIONS � T
Do
19' . 20 a STEEL UPUFT STRAP {ETWEEN THE RBST BOOR \[ \ l l l�lj/ /I TRIPLE STUD CORNER POST REQUIRED ® END OF SHEAR
WILL (FASTENED PER TABEF AND ME FOUNDATION SHALL BE
EITHER EMBEDS') IN THE FOIMDATON OR UPPED UNDER THE I I / / //' j TYPICAL EACH FLOOR [3.4.1.1.3] 0 Z C N
FOUNDATION PLATE AND NNIID. E ORI SHALL BE A MINIMUM O c O M
OF T' IN A POURED CONCRETE FOUNDATION AND 15' IN A I ` 1 / / v' C 1-
SASONRY BIDCK FWNDADON. STRAPS EMBODIED IN MASONRY \ I ' �' l/ ' 'ji l HOLDDOWNS AT EACH END OF SHEAR WALLS SHALL BE AN m
BLOCK FOUNDATgxS SHAUL eE GAU E11IIED PER ASM A-Ea. L L / /'/ / / / ' / 0 a LdJ
RLL PIAIM WITH LAPPED SIF'. STRIPS SHALL. INCLUDE 3' \ // / / /� THE FOUNDATION BY THE BUILDER/ PURCHASER IN ACCOR a d.-.
sOWle[ wABNERs WTRI THE ANCHOR BOLTS. `\\ [ \ \\\\ \`\\ l/ l / j �I I THE HOLDDOWN MANUFACTURERS INSTRUCTIONS AS SITE W "I °i ` w
rc
EXTERIOR wN1 sluD \ I I I[ I \ ` / I l l //I,! l „ FLOOR PLAN FOR REQUIRED CAPACITIES, TYPICAL EACH FL( LO Y i y G o
FIRST ROOM PERIMETER BAND \ \\ \1 \\\\ I / / j/ n;l" Q Z 'O K
/ � 5 _
Q is Of C:) E i
l0E NAL FLOOR PERIMETER BAND N FDUNDARON BILL PULE I / '�j ' )/ (�yN" SII O 0
WITH (E) 1M NAILS • 1E' CO II Of
Q yZ� = j .D O
rnal!Imrnoq. II I AIV ' / �/,i!dpP'I' w � N � r..r o Owl
„ I!H' FOUNDATION ENGINEERING AND CONSTRUCTION BY BUILDER Cf)
Slu WORK, PRI'MHED AND L SMLLID BY BUILDER/PURCRwsIA/5 yF,/i II I,
SITE
WORK, sxnl HANE FULL eEwlxc ON THE FWNOmON wAF1 °la, \�I / uN"'" PURCHASER IN ACCORDANCE WITH ALL BUILDING CODE RE( J
AND BE INCHORFD Tp 1HE MUNDATDN, ANCHOR ALTS SHAL BE '•L,i / illi C
LOCATED "IN A m 1z• OF EACH END OF RIE SIU PLATE, „',wlrF,,., I / ",dl�" LINE OF GRADE I— Iv LA-i N 0
EMBEDDED A MINIMUM OF T' IN A POURED CONCRETE FOUNDATION l l
W AND 15' IN MASONRY BLOCK FOUNDATION. I�41I, i Ld 00 Q SO I
. "4
III:'•.
FOUNDATION CONSMUCRDN ..ILII TYPICAL HOUSE DIAGRAM W (�
FOUNDATION ANCHOR MIS SHALL BE EMBEDDED A MINIMUM (n M ~
OF T' IN A PO (1) W Z
POURED CONCRETE FOUNDATION AND 1S' IN A
IV H BLOCK FOUNDATION, LOCATED WDIIN {'10IVOf IJ J >
EACH
EN TIN
®�
MACH EtO OF E SILL PUT,AND SPACED A MIC
NOTES: STEEL UPLIFT STRAP REQUIREMENTS ADTe H J Q O
+/K'ANCHOR PttT e/{'ANCHOR MT 1. THIS SHEET ADDRESSES THE CCNSTRUCTION CRITERIA FOO HOMES THAT ARE M BE N AASTLCTRAr •EENOTe z LO IN EACH END F 1. TH O 0 (-�
1 R01^ w'Cc lG'DEC INSTALLED IN REGIONS OF NEW YORK STATE WHERE THE BASIC WIND SPEEDS RANGE FRAMING Roor '"a FL ALL ITEC w4M.GF ARE ' z Z ®®
Of
j 13' y CE ED FROM 110 10 120 MPH (D-SECOND GUST). CONFORMANCE S BASED ON THE creax0 sRAx ROOF rFAn n°°F ro WALL 1O+•vL weu Twa a°nr Sp�H Y W
AMERICAN FOREST k PAPER ASSOCIATION WODD FRAME CONSTRUCTION MANUAL FCR JIM) (FT) OR+sTORYTO HOUBETO G By (n Q
_ ONE- AND TWO- FAMILY DW NGS - ]005 SBC HIGH WIND EDITION (WFCM) zA P A FouxoATION F°UNDAT/O CONS p 0
D i• a O • x SBC < w Q d L
A) FLOOR TO FOUNDATION CONNECTION @EXTERIOR WALL O. WINDOWS SHALL ALSO BE PROTECTED FROM WIND-SOME DEBRIS IN ACCORDANCE Q 0 o O
HATH THE RESIDENTIAL
OF L CODE OF NEW YORK STATE SECTION R0013.12 EXCEPTION. +y Ry x 2. WI W 01 Q
THE BUILDER/ PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED xz a s ACCO
Z m 0 ro =
NNE BUILDEROPURCHASER SHN. BE RESPONSIBLE FOR ENGINEERING AND CODE CONFORMANCE OF ME FOUNDATION AND SILL PROTECTION, INCLUDING THE FASTENING, n a s s
PUTS THE UNDMON MUST BE SUFFICIENBY DESIGNED AND CONSTRUCTED TO WITHBMND THE GRAVITY, !LATERAL. SHEAR AND xa x• • s a N PROM
UPLIFT FORCE THAT WILL BE RWNSFERRED THROUGH TIE BUILDING INTO THE FOUNDATION (INCLUDING SHEARWAII HOIDDOWN O. FLOOR FRAMING SHALL HAVE SOLD BLOCKING ALIGNED WITH THE FLOOR SHEATHING sx a Q IJ N U
HARDWARE ANCHORAGE) � d
IN THE FIRST TWO FRAMING HAYS NOTE•: 3. FL ]W> F LLf
+HTAS ecxe°uLE REFEnexeE••nnenmATlOx•FROM THE WFCM TAKE 3AN SHEA N JJ F M/y� ¢
4. ROOF FRAMING SHAT HAVE SOLID BLOCKING ALIGNED HATH THE ROOF SHEATHING DDI TOE NAa ,COMMON NAIL CAN R...ACEI+Pa COMMON NAD �0— W w L(7W Z
M ACCGRGAHGE WITN WFCM iMLEM Ur z� F z (\I JO
IN THE 4' PERIMETER EDGE ZONE I ALONG THE GAAL£ ENDS OF ME HOUSE 4, fl( W
THE NCn LL_ N LO� oOIUAZ OF
58'-0"
18._0.. 40._0"
U
A
1 1/2"V TO
z
-- o
- F
DW -fiHAE'R (L
KI2 PINK 3Wc
"D z
11/2•V BKFST —
LAV
1
2IV2"D d
I �
GREAT ROOM J KITCHEN
3"D FIRM
3"D FIRM 2ND FLR `o ,�EREDgR
02ND FLR SUPPLIES N ��S QP�� R
- — - - - - - - - — - — - — - - -
N � �
N
IL 9T 032675 Q�
/ •� EW�O
N
r N N
DINING ROOM BEDROOM 3 O Q s
O NM G
O O O
^ ' O
z
z O
z U 5
w N
J Urnco
0,
Z
N I�
13'_6„ ci> N
J E DD
1 1/2"V TO
2ND FLR C = Z
1 1/2"V TO 9'- 0" FIRST FLOOR CEILING HEIGHT DoL
2ND FLR N ENTIRE FIRST FLOOR 5 �°
N CD
w 00 m 030
2 2ND FLR _ KIT SINK DW LAV WC SH R Q o a w L o o
I Cw � 0 �
N iv "' LAV ! 1/2" -1 !n M
TYP Q a, 00
3"D FIRMSHOWER \ / W 00 c
2ND FLR WO i FL p OO
N m CIO
tip Y�O Ld Q> �
DWV DIAGRAM 2° Ld Ld -i> M ~
DW KIT SINK 0 O Q F--
®®
VIEW A - NTS z Yw � (/)
D = DRAIN / SUPPLY DIAGRAM Lf1a Q,+ r ®®
V = VENT VIEW 'A' - NTS o Of O D-
FV = FUTURE VENT / •-----• DRAIN BY BP Q
SP = STAND PIPE DRAIN BY WMH FL = FLOOR LINE o cwi �
0 = 1 /2" SHUT OFF VALVE z m �I
DW = DISH WASHER =_____= VENT BY BP COLD Q N o
WC = WATER CLOSET VENT BY WMH cn =W� Lij
_I
FC = FIELD CONNECTION BY B/P ------- HOT 0-i- O� wLn
B/P = BUILDER/PURCHASER w w�LLz �q Nam
cn a a
v O
40'-0"
U
W
LAV
Fd
1 1/2"V FIRM 1 1/2"D 2"V FIRM
Q
T PIP
ST FLR Z
O
1
LAV%2;D 3"D W
1 1/2 V WC S WE 'V
3"D D II d
2"V 1 1 " nElH Z
Ln
�L�t 3"D 0D TO SUPPLIES 1ST F
1ST FLR ------- ----
_______ ____
o_ -(ERE qRc
5
R wq(T
N Q PF
c P
N
CL Zx 032876
op NEWy
E
MSTR BDRM BEDROOM 2 Co N17, m
0
O ¢ m
o 0 o
LOFT
z 0
o
0
Z F U An U 5
0
O Q O W Z K
J
C-> 00
- �
TO 3"M V tD I z N I
13,_0•, 13,_6" Q
> p -' E " 00
3"MV THRU o a C O m V
> ROOF w C U = z n
> 00N \ f a 2 Z Z p x
z 2"V FIRM w N p m -Q c L�
o 1ST FLR o a O 3 0
LAV WC TUB SHO LAV WC SH ER m ; z
\ Q W N tFi J w L O
AV X (I� I O � R+ 0 0)
n 7 I
1/2- J w � 3 � = I
c ) M
14
TYP Q � � 47
/WC 1J 00
i � •- � 1 __J FL r �_ 001
> J__ __ _ 00
J__ _______t__ _ _
N N TUB/SHO 3 D r-- ? 1 o
ti° I GEN BATH MSTR BATHu1 n w z M1
Ld J >
\_ FIRM 1ST SHOWER > i 3/4" SUPPLIES O O Q (LLJ
D z
FLR i / 3°p TO FROM 15T FL ZY 0_, J O
o W 1ST FLR Lj
N Q
w LAV / > D X00- W
Q B 0) Q
1 ,y0 O Z ml U M =
30 2 < I _
(n aJJ o
3"D TO �CD� z N II
1ST FLR LJ "�Li � z q C w
V) o� o0 (n� a Ln
58'-0"
18•_0„ 40'-0„
z
A W
a
77 z
GFl 0
Z 4 4 U
6GFI g 1,3 G4 ,17 O 6 a'6 G --- N
2
WIRE7 B K F S T z
6 6 6 ONLY
4 7 F 7
6 L
51 2 4 9 Oa
6 D
GREAT ROOM 6 J 2 KITCHEN 19 7 0
6 o FLR�/
BS SDs ----------
9
SD
2 o EREDA C
2 4 _ e� R
0 I C�� P�� H W, 1Y
N Q Q FP (n
-N — — — — — — — — PLATDER
10
9 6
W
0 LLB RNR To BSMr d 9TF °32675 OQ-
9 OF NEW y
viae 9
9
co N N
INING ROOM 9 02ND R 10 BEDROOM 3 O a <
p ry 17 O
p O
9 9 6 10 � p
6 so 0 t\ z
9 6 p z x y
I i z F � U 5
I a p
B w
N N
GFldb
10 10 0 °,
J c� eo
z ^ UO
UO
18,_0„ 13,_6„ 13,_0„ 13,_6„ Q Q
CTI
N N
> GO
o O 3�
m �
w = zrn
-0" FIRST FLOOR CEILING HEIGHT co x z ;
LEGEND z J x
CIRCUIT DIRECTORY ENTIRE FIRST FLOOR 3 � O
o PANEL Box N0. AMP WIRE CIRCUIT CIRCUIT WIRE AMP N0. 3 DO o 3 LL
0 0
tIOV DUPLE% RECEPTICAL FRANG/E
-4 RANGE KTCHN CNTR,KIT-AFI 12-2 20 2 m � 0
110V DUPLEX RECEPTICAL - SPLIT K1RED KIT CNTR,BRKFST-AFI 12-2 20 4 2008 N . E . C . cn 0 - O " Cc °f
IE 220V RECEPTICAL -2 REFRIGERATOR GL-KITCHEN 14-2 15 6
H7 WALL UGHT -2 GL-H.BATH, LAUN. DINING ROOM 12-2 20 a * ALL OUTLETS TO BE TAMPER RESISTANT * Q C, m
CEILING UGHT SURFACE MOUNTED
-z cL-G/R,ENT,SDCO-AFI GL-B/R3,ENTRY-AFI 14-2 15 10 * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * w 00 C30 RECESSED LIGHT ATCENNG -2 GL-MBDRM,MBTH-AFI GL-GBTH,B R2-AFI 14-2 15 12 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * cSWITCH, SINGLE POLE W W N
H^ SWITCH, THREE WAY -2 GL-MBDRM,LOFT-AFI GL-BDRM2,LOFT-AFI 14-2 15 14 * MAX (2) WIRES PER HOLE THRU PLATES [WHEN CAULKED] * �SWITCH, FOUR WAY -4 OVEN WINE COOLER 12-2 20 16 FANAJGHT FIXTURE Irl RANGE/HOOD FlXTURE DISHWASHER 12-2 20 18 W -i > Z~ QWSPECIAL i 8 HEAT CEILING UNIT -2 BATH GEIS 2D z YwarSPEgAL PURPOSE CONNELTION 24 QJUNCTION Box 0= OAc/Dc SMOKE DETECTOR 26 w Q O
0
BELL 27 28 9Lij u)
® DOOR BELL BUTTON 29 30 Q •�
Q TELEPHONE OUTLET 2-9 07 U M =
-Eli' TEUVASION CABLE OUTLET 31 32
8 34
THERMOSTAT 33 (n pJJ l l l d
®i VACUUM SYSTEM OUTLET 35 36
W UZQN
CEILING FAN & UGHT 37 1 1 1 38 w MLT_ Z Q�
�F CENNC FAN FLOOD LIGHTS 39 40 V)
40'-0"
}
'�J
/�y U
p W
Q
Z
O
is 11 O i 19 U
d
F V1
it 11 12 12 ?
Iw
I I I 111
a
71 11 1212 12 K
so9 TO ATTIC s 11 \ 950
2 y 12 E�EDAR
TO BSMT o c�� C
1ST FLR I �\ P�� R wAO y�T
to Q F
14
Ld
13 0. 9T 032875 Q�
i3 14 SOF NEW�O
O 1ST FL
MSTR BDRM BEDROOM 2 M
14 (ZZ) ¢
4 o Mo
3 LOFT
14 �) o
13 3 - c
4
z
z 0
O 13 z 5 =
0
in a n
J c- 00
13'_6'• 1,3'-0" 13'_6, Q � N `N
_J E > ro
O
Oo
w - m
p
Y Z Z v %
Q
O
Ue w
'00
—�
mz U X30
2008 N . E . C . = w � 0CD
_ = N
* ALL OUTLETS TO BE TAMPER RESISTANT * Q U z �
* ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * w coLbJ
* ALL EXT. GFI RECEPTACLES TO BE UV RATED * OD
L J y o v
* MAX (2) WIRES PER HOLE THRU PLATES [WHEN CAULKED] * � w � o
1n (n w ZLii
J >
p ¢ LL ®®
O w
z Of U'
o < oa C"4
®®
< w a a
Q000 <
0 - wrna
Z Cry _
Q o
(n �JJ W
W Z� F z N II
Ln _ w
W w�� i <�.
U 0 w 0 6
WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE
WINDOW NO. MF(--' R TYPE GLASS VENTILATION EGRESS OPENING DOOR NO. DOOR SIZE DOOR TYPE
1849 ANDERSEN 200 D.H. 4.5 2.93 16 1/2" x 25 1/2" = 2.93 SF DX28 2'- 8" x 6'-8" INSULATED, METAL, 9 LIGHT
2436 ANDERSEN 200 D.H. 5.0 3.06 241/2" x 18" = 3.06 SF DX30 3'- O" x 6'-8" INSULATED, METAL, 6 PANEL
2849 ANDERSEN 200 D.H. 8.6 5.05 28 1/2" x 25 1/2' = 5.05 SF DX301 3'-0" X 6'-8" I N SU LATED,M ETAL,6 P AN EL+I SLI GHT
3036 ANDERSEN 200 D.H. 6.8 4.06 32 1/2" x 18" = 4.06 SF DX302 3'- 0" x 6'- 8" INSULATED,METAL,6PANEL+2SLIGHT
3049 ANDERSEN 200 D.H. 9. 9 5.76 32 1/2" x 25 1/2' = 5.42 SF DX60 2 3'-0" x 6'-8" INSULATED,METAL,DOUBLE,I5LIGHT
3056 ANDERSEN 200 D.H. 11 .8 6.77 32 1/2" x 30" = 6.77 SF PS- 6 3'- 0" x 6'- 9" WOOD, SLIDING GLASS DOOR
3449 ANDERSEN 200 D.H. 11 .3 6.46 36 1/2' x 25 1/2" = 6.46 SF WP5-6 3'-0" x 6'-7" WOOD, SLIDING GLASS DOOR
18-FX4049-18 ANDERSEN 200 D.H.- PIC 23.6 5.86 16 1/2" x 25 1/2")(2) = 5.86 SF
CN235 ANDERSEN 200 CASEMENT 8_ 0 7.20 10 3/4" x 36" = 520 SF
FLOOR PLAN NOTES
1 . Label locations are designated by. 7. All interior and exterior Handrails and/or
5. Attic Access(es) on Cape Models are to be Guardrails are installed b Builder Purchaser
State Labels done on site by Builder Purchaser.
sL y /
IA Third Party Inspection Agency
DP Data Plate
2. Maximum height of egress window sills 6. If applied, any part to be finished by builder
is 3'-6" Above Finished Floor on site, shall be in compliance with all
3. Refer to order selection form for specific applicable building code requirements and
appliances supplied with this house. under jurisdiction of the local building
4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc )
SUPPLY NOTES DWV NOTES
1. Materials are type A PEX. 1. Materials are PVC schedule 40.
2. Water supply shall be securely attached to the building at no
greater distances between support Intervals than specified : 2. Drainage and Vent piping shall be securely attached to the building
Horizontal pipe at 32" at no greater support intervals than specified.
Vertical pipe at mid-story (10' max). Horizontal pipe at 4'-0" for 02" or larger
3. Water heater to be supplied and installed by B/P. Horizontal pipe at S-0" for 01 1/2' or smaller
4. All supply lines are stubbed through the first floor. Vertical pipe at 4'-0".
Supply lines below first floor supplied and installed by 8/P.
5. All hot water lines in unheated spaces shall be insulated by B/P. 3. All drainage connections horizontal to horizontal and vertical to
6. All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings.
7. All devices installed with self closing valves (i.e. washer,dishwasher)
shall have a water hammer arresting device on the supply line 4. Horizontal vent pipe connections to vertical vent branch or stack
supplied and installed by B/P on site, in accordance with all - shdl occur at least 6" above the floor rim of the highest fixture
State and local applicable codes. served by the horizontal vent.
8. All fixture supply lines 1/2" diameter shall have individual
shut off valves.
ELECTRICAL NOTES
1. Electrical panel is rated 200 amps. 10. Door bell button at split entry front doors shall be installed by B/P
2. Non-metallic sheathed cable is type NM-B. 11. One [1] GR circuit shall be installed in basement by B/P.
3. Wires are installed with insulated staples. 12. A clothes washer circuit shall be installed in basement by B/P if washer location is not incorporated
4. Electric service shall be grounded by B/P in compliance with NEC, state and local codes. into house.
5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. Receptacles shall not be installed directly over electric baseboard heaters.
shall be installed in accordance with manufacturer instructions and locations/use instructions. 14. circuit breakers for electric baseboard heaters are only installed in panels of houses with electric
6. Electric panel shall be located and mounted in basement by B/P, unless noted otherwise. baseboard systems.
7. A service disconnect shall be installed at a readily accessible location nearest the point of 15. Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on
entrance of the service conductors. that circuit
8. Telephone and television cable options run to the electric panel location. 16. Smoke detectors shall have a battery back-up power source.
9. Door bell wires shall be connected in basement by B/P. 17. Basement smoke detectors are supplied by WMH and installed by B/P.
EBB - HEATING NOTES FHW - HEATING NOTES
1. Electric baseboard heating circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rote with 65' entering air.
type NM-B. 2. First floor baseboard units are installed with heating pipes stubged thru floor. Second floor heating pipes
2. Maximum wattage per circuit shall be 3750 watts. between baseboard units are installed in floor and/or wall panels. B/P is responsible for interconnection
3. Baseboards are rated at 250 watts per linear foot. between modules and floors. Balance of heating system is to be designed, supplied and installed by B/P.
4. Minimum thermostat range is 45' to 75' F. 3. All heating pipes in unheated spaces shall be insulated by B/P.
5. General lighting receptacles shall not be located above electric baseboard heating units. 4. Minimum thermostat range is 45' to 75' F.
5. Access panels are for the Builder/Purchaser to use in the interconnection of the heating system. These
panels may be permanently attached and finished over by B/P after heating system is completed
FOUNDATION NOTES PERIMETER BEAM DETAIL
1_ The foundation plan is provided for foundation design parameters =
only. Complete foundation engineering based an specific site TOP ar mTH w/, Z
conditions, applicable local and state codes, to be reviewed and F
approved by a registered architect or engineer in the state oftLALLY
PERIMETER BEAM w a_n m
2x6 SILL PLATE m o
house designation. (2) 2x10 PLY. Q v o
2. The Builder/Purchaser shall be responsible far design, constructionw/ 1/2" PLY. zpN w
and code compliance of all foundation elements including (but notEACH MODULE FDTN WALL $ I V Ov
limited to) structural, plumbing, electrical, heating, energy
conservation and fire separation. 1/2"0 BOLT & NUT00
3. Minimum column footing size shall be 2'-6" x 2'-6" x 10" deep. LALLY COLUMN w
& WASHER ® 32" O.C.
4. Concrete strength shall be um psi or seater. COLUMN FTG
5. Lally column shall be minimum 03 1/2" steel pipe. FLOORS, 48" CLG/ROOF ioP OF e9.lT 5LA6
6. Foundation sill shall be preservative treated lumber (supplied
and installed by B/P prior to house delivery and set). There shallSTEEL PLATE & LAG
be no protrusion above top of sill plates. BOLTS BY B/P FDTN FTG
COLUMN
USE GROUP: BUILDER: HOMEOWNER: SERIAL Na. � �OO� PE RA THIRD PARTY INSPECTION AGENCY
SINGLE CEDAR KNOLLS EUZABETH SAKARELLOS
FAMILY
CONST. TYPE: 390 OSER AVENUE SITE: PRODUCTION No.
VB HAUPPAUGE, NY 11788 WESTWOOD LANE
GREENPORT, NY 11944 S R
DESIGNER: REVISION DATE
sD STANDARD NOTES �
D2/2G i2 0 9
m
DATE �. DETAILS m prn
N /A
(�' ®�� aY
PAGO��
V Westchester Modular Homes Inc CHECK DATE
30 Reagens Mill Road, Wingdale, New York, 12594
Tel (914)832-9400 Fax (914)832-6698
GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY
L
UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL CLIMATIC AND OEOCRAPHIG DEMON CRITERIA
CONDITIONS OF THE CONTRACT FOR BE CONSTRUCTION GRADE DOUGLAS TADLE 8301 200 NY'5 RESIDENTIAL CODE Z-moo
CONSTRUCTION AIA DOCUMENT-201 FIR-SOUTH SELECT STRUCTURAL. ALL GROUND SNOW LOAD 20 PSF4^
4/bl SHALL APPLY. THE CONTRACTOR WOOD SILLS AND WOOD IN CONTACTSHALL OBTAIN CERTIFICATE OF WITH MASONRY SHALL BE AGO ALL GEILIN5 LIVE LOAD 20 P5FOCCUPANCY SUBSTITUTIONS SHOULD EXTERIOR SHEATHING SHALL BE I/2 SECOND FLOOR LIVE LOAD 50 PST N3°55'00"W ___ 5353' N16NOT BE MADE WITHOUT WRITTEN GDS DOUGLA5 FIR PLYWOOD. FIRST FLOOR LIVE LOAD 40 PST r AUTHORIZATION BY THE ARCHITECT 5UE-FLOORS TO BE 5/4" CDN I500oa
WIND SPC-C-E 110 MPH
THE PREMISES SHALL BE KEPT PLYWOOD EXTERIOR SHEATHING TO I 1 �
REASONABLY GLEAN AT ALL TIMES. BE COVERED WITH "TYVEK" HOUSE SEISMIC DC-SIGN CATEGORY e p
AT THE COMPLETION OF WORK, THE WRAP OR APPROVED EOUAL BLOCK WEATHER INDEX SEVERE �I \O TODD O'CONNELL,AIA
CONTRACTOR SHALL REMOVC- ALL STUD WALLS AT I/2 STORY HC-IGHTS FROST LINE DEPTH 3 FEET 'n (\p 12oUVeter,Tns MBmo7ial Highwa
NA57E MATERIALS, TOOLS, RUBBISH, AND AT ALL UNSUPPORTED EDGES OF TERM'TE MODERATE TO HEAVY \ Sui �l R1
ETC , GLEAN GLA55 AND LEAVE WORK PLYWOOD. PROVIDE SOLID BLOCKING DECAY SLIGHT TO MODERATE 1 \l Hauppauge,NY 117eo
BROOM GLEAN UNLESS OTHERWISE AND DIAGONAL BRACING OF FLOOR 1
SPECIFIED, THE CONTRACTOR SHALL JOISTS AT 8' O.0 MAXIMUM AND WINTER DD ND TEMPERATURE II° I �,,, „P(631)6PO� 666
CARRY WORKMAN'S GOMPEN5AT'ON SOLID BLOCKING UNDER ALL IGC- SHIELD C-LD UNDERLAYMENT REQUIRED YES - ` I`I^",'E[(691),fi,5Q�6G7 I, `
AND GENERAL LIABILITY INSURANCE UNSUPPORTED EDGE5 OF PLYWOOD, ROOD HAZZARDS AS PER FEMA MAP i 1 -"_', (516%5, �2S 11 '
ALL SHALL COMPLY WITH STATE AND ALL CAP PLATES TO BE DOUBLED AIR FREEZING INDEX ### \ "�`
LOCAL CODES AND ORDINANCES THE AND NAILED BOTTOM GAF PLATED TO -�
GONTRAGTOR SHOULD FULLY END OF STUDS LAP GAP PLATES AT I 1
GUARANTEE HI5 WORK AND THE WORK CORNERS. WHERE FLUSH FRAMING WALL KEY
OF HIS SUBCONTRACTORS FOR A OCCURS, USE MIN 165A SHEET METAL
PERIOD OF ONE YEAR AFTER J0I5T HANGERS BY "TEGO" OR _ I 1 -
COMPLETION OF THE PROJECT UNLESS APPROVED EOUAL AL_ CORNERS TO — — EXIST TO BE REMOVED
OTHERWISE SPECIFIED. ALL WORK BE MINIMUM 3/2X-1 STUDS HEADERS
SHALL BE PERFORMED IN SHALL BE MINIMUM 2/2X0 UNLESS E\15T TO REMAIN
ACCORDANCE WITH GOOD BUILDING NOTED ON PLANS MINIMUM BEARING 1
PRACTICES THE GONTRAGTOR SHALL FOR STUDS, JOISTS AND BEAMS SHALL ® NEW WOOD FRAME GN5TI��
INDEMNIFY AND HOLD HARMLESS THE BE 5 1/2" USE DOUBLE JAG< STUDS
OWNER, ARCHITECT, AND THEIR FOR HEADERS OVER FIVE FEET IN
AGENT5 AND NC-W POURED GOINGRETC-EMPLOYEES FROM AND LENGTH. SEE NAILING SCHEDULE WHICH I c5• <' )- --rte,' , !
AGAINST ALL CLAIMS, DAMAGES, REFERS TO NEW YORK STATE CODE 1
LOSES AND EXPENSES, INCLUDING R306 a R507 4"x4" POST UNLE55 OTHERWISE
ATTORNEYS FEES ARISING OUT OF OR NOTF_D -
RESULTING FROM THE PERFORMANCE GLASS WINDOWS AND DOORS HOLD DOWN AS NOTED
OF THE WORK PROVIDED THAT ANY TO BE INSTALLED AS PER
SUGH CLAIM, DAMAGE, L055 OR SEGTIONR508 OF THE RESIDENTIAL HARD WIRED SMOKE
FOUNDATION
EXPENSE (A) 15 ATTRIBUTABLE TO CODE OF NY 5 ALL GLASS 15 TO BE Q' DETECTOR W,/ EATTERY I
BODILY INJURY, 5IGKNESS' DISEASE INSULATED LOW-E UNLESS OTHERWISE BAC '�K-UF (V
SPECIFIED. GLA55 SUBCONTRACTOR T N z O
SHALL NOT INSTALL GLASS UNTIL
OR DEATH OR TO INJURY TO OR ® 80 GFM FAN TO EXTERIOR °' \ ~
DESTRUCTION OF TANGIBLE PROPERTY
(OTHER THAN THE WORK ITSELF PROPER GLEARANGC-S ARE HARD WIRED CARBON MONOXIDE QI — 1 U
PROVIDED. ALL SLIDING CLASS DETECTOR W/ BATTERY BACK-UP
INCLUDING THE LOSS OR USE
DOORS, SKYLIGHTS AND/OR WINDOWS
RESULTING THEREFROM). PA IS MIN 12" A F F. AS PER SECT 1225.2
CAUSED IN WHOLC- oR IN PART BY ANY AS REOUIRC-D 6Y CODE, SHALL BE NYS GODS
INSULATED TEMPERED 61 ASS ALL <p J
NEGLIGENT AOT OR OMISSION OF THE N Z
GONTRACTOR, ANY 5UBGONTRAGTOR,
CLASS DOORS AND WINDOWS SHALL DENOTES EGRESS WINDOW
� o
BE INSTALLED IN STRICT N ,-
ANYONE DIRECTLY OR INDIRECTLY
AGGORDANGE WITH THE USE SI MPSON Z-MAX O ION CONNECTORS o
EMPLOYED BY ANY OF THEM, OR
ANYONE FOR WHOSE ACTS ANY OF MANUFAGTURC-5 SPC-GFGATOhJS ALL TO INCREASE CORROSION RESISTANCE I (�w Y-a rP'-w,IeK
FOR ALL HARDWARE IN CONNECTION a o 0
WINDOWS ARE TO BE GAULKECi AND W/ AGO LUMBER. I 4� I
THEM MAY BE LIABLE REGARDLESS 1 q 2NLmole=Fi K,
OF WHETHER OR NOT IT 15 CAUSED IN SEALED A5 PER NY.S ENERGY 1 1q i 1 wo
PART BY A PARTY INDEMNIFIED CONSERVATION GODS REQUIREMC-NTS. WALL STUDS ® I6" O.G. - I------- ____� / "�,�
HEREUNDER. ALL MATERIALS, PROVIDE FLASHING PANS UNDER ALL 142.00'
wu, zl€NI-u,
15N,i�;jgim W
ASSEMBLIES, AND METHOD OF SLIDER, DOORS, AND WINDOWS WITHIN
A 0" OF AN EXTERIOR SURFACE ALL STWDOI� LANE '"wl�lwl o
CONSTRUCTION INCLUDING BUWE
T NOT
LIMITED TO FORM-WORK, EXTERIOR DOORS ARE TO BE FULLY n?LxyLLE",L U
BLOCK-WORK, FRAMING, NAILING, ��43 ao 'z
WEATHER-STRIPPED. PROVIDE ALL I-� ooI q W U
PLACING OF GONGRC-TC-, ETG ARE TO PLOT PLAN
SCREENS AND HARDWARE AS
BE CAREFULLY SUPERVISED BY THE REQUIRED. ALL GLA55 15 TO BE FREE 0
CONTRACTOR TO BE SURE THEY ARE
OF SCRATCHES AND IMPERFECTIONS
IN AGGORDANGE WITH THE DRAWINGS, AND GUARANTEED BY THE BOTTOM PLATE / SCALE: 1" = 20'-0" "1 H'�°i°eILISSeO° '��
MANUFACTURER FOR A PERIOD OF NO RIM JOIST T9w a
SPEGIFIGATIONS, APPLIGABLC- GODC-S uro
,�aoa IIpp�uY�'�u'N
LESS THAN 5 YEARS. ALL WINDOWS TO
AND GOOD PRACTICE. DEVIATIONS {� wo
FROM THE DRAWINGS AND BE ANDERSEN UNLESS INDIGATC-Dff
�
SPEC IFIGATION5 WILL NOT BE
PERMITTED WITHOUT WRITTEN OTHERWISE, �/I` u/ I
u� Li1F��U1ni L
AUTHORIZATION OF THE ARCHITECT.
F xI , o
GYPSUM WALL BOARD � �I oo4_ iL ao
THE CONTRACTOR SHALL BE
INSTALLED AS PER 5EGTION R-702.3.2,
RESPONSIBLE FOR THE SHOP O nix JNI my
THROUGHRl02 3 6 OF THE z^ n' 3
II
RESIDENTIAL CODE OF N.Y.5, GYPSUM SUB FLOOR "U AN L STRAPPING TO BE �x T4 'v J 4
DRAWINGS WHICH MAY BE NEEDED. / 1'iie rrsu. °Foo K
ALL DIMENSIONS AND CONDITIONS WALLBOARD APPLICATION SHALL BE FLOOR JOIST INSTALLED AS PER MANUFACTURES - Baa,-mon Loa ❑
ARE TO BE FIELD VERIFIED. TAPE JOINT SYSTEM, ALL GYPSUM SILL PLATE 5PE6IFICATION5 AND NY5 CODE
GONTRAGTOR TO REMOVE 4 BOARD TO BE I/2" ON WALLS AND 1/2" TERMITE 5HIEL 16 5c STRAP TIES MANUFACTURED
RELOCATE AS REQUIRED ALL ON CEILINGS UNLESS OTI- ISE FOUNDATION WALL BY SIMPSON STRONG-TIE CONNECTORS }
EXISTING WORK WHICH INTERFERES INDICATED. FINISH JOINTS, -J-BEADSODEL No. GS16 OR APPROVED EQUIVALENT W
WITH NEW CONSTRUCTION, NAIL DIMPLES, CORNERS AND EDGES Is}" MIN. EDGE STRAP TO HAVE MIN, 12" BEARING ON THE STUD
SHALL BE TAPED AND IREGEI VE THREE DIFFERENCE AND WRAP UNDER SILL PLATE AT FOUNDATION
SITE WOR< GOATS OF JOINT COMPOUND ALLOW' � 3"x3"xl'] STL BEARING PLATE MANUFACTURED
5TA<EOUT 15 TO BE PERFORMED BY'A 24 HOURS TO DRY BETWEEN GOATS a BY SIMP50N STRONG-TIE CONNECTORS MODEL No.
LICENSED SURVEYOR STAKING AND FINAL GOAT TO BE SANDED SMOOTH. - LBFSI, OR APPROVED EOUIVALENT
LAYOUT ARE TO ESTABLISH ALL LINES METAL CORNER BEAD TO BE USED ON
AND BENCHMARKS. VERIFY ALL GIVEN - TYPICAL %"X12" HOOKED ANCHOR BOLT
DATA ON DRAWINGS IN CASE OF ALL OUTSIDE CORNER_c, AND AROUND 5/e°mxl2^ STEEL ANCHOR - ® 3'-O^ O.G.
DISCREPANCY, RECEIVE ALL OPENINGS, BOLTS EMBEDMENT OFAX - W/ 7" MIN. EMBEDMENT INTO CONCRETE
- WITHIN 6-12" OF EACH END OF PLATE
GLARIFIGATION FROM ARCHITECT ELEGTRIGAL }� G
PRIOR TO PROC`cEDING, EXCAVATE ALL WORK SHALL COMPLY WITH THE SEE PLAN ( )FOUNDATION 57RAPPINO DI=T•AIL
AND BACK FILL FOR WORK INDICATED NATIONAL ELEGTRIGAL CODE AND ALL TIES MANUFACTURED BY
ON DRAWINGS. STOCKPILE TOPSOIL STATE, LOCAL, AND UTILITY COMPANY IMP5ON 57RON6-7IE CONNECTORS MODEL
OBTAINED FROM STRIPPING DRIVEWAY CODES AND REGULATIONS, ALL No. H25 OR APPROVED EQUIVALENT AT EVERY
AND BUILDING SITE STOCKPILE ALL CIRCUITS SHALL BE MINIMUM 15 AMP RA
FTER TO BEAM CONNECTION 00TH SIDES
EXCAVATED MATERIAL NEW AND POWER WIRING SHALL BE MINIMUM 14
EXISTING BACK FILL MATERIAL AND AWG. CONVENIENCE OUTLE75 SHALL w
TOPSOIL ARE TO BE FRC-C- OF NEEDS, BE LOCATED 12" ABOVE FINISHED p
TREE ROOTS, ROCKS AND DEBRIS. UNLESS OTHERWISE INDIGATED
\ z
ALL SURPLUS MATERIAL THAT IS FLOOR
UNSUITABLE FOR BAGK FILL MATERIAL ALL SWITCHED TO BE LOCATED 50"
SHALL BE REMOVED FROM THE 51TE, ABOVE THE FINISHED FLOOR UNLESS
PROTECT ALL TREES WITHIN EIGHT OTHERWISE INDIGATED SUPPLY / Q
FEET OF THE BUILDING. PROPER RECOMMENDED LAMPS IN ALL nANCHOR BOLT DETAIL ROOF RAFTERS /
APPROVALS MUST BE OBTAINED FIXTURES I{A POST CAP MANUFACTURED BY SIMPSON
BEFORE COVERING ANY EXCAVATED �/ SCALE 3/4" e I'-O" STRONG-TIE CONNECTORS MODEL No. 5G52-2/4
WORK, NOTES, OR APPROVED EQUIVALENT INSTALLED
I OBTAIN ALL PERMITS PRIOR TO A5 PER MANUFACTURES SPEGIFIGATIONS W
FOUNDATION WATERPROOFING THE START OF WORK,
i
INSTALL TWO LAYERS OF TROWELC-D
ON FIBERGLASS MASTIC (FEE) SPEC 2 FINISHES TO BE SUPPLIED BEAM
55,G, 155 TYPE-I) MEMBRANE TO BE BY OWNER
CONTINUOUS FROM TOP OF
FOUNDATION AND EXTEND TO LAP NOTE ssrw�cErna-'POR
EDGE OF FOOTING THIS BUILDING HAS BEEN DESIGNED AS Dec0RAT1VE COLUMN DOVER z
PER THE AMERICAN FOREST AND / 4x4 COLUMN O V I 'I 1 V
PAPER ASSOCIATION (AFSFA) WOOD E s/4"PLYwOLo 6UEFLOOR COLUMN BASE ~ --1W w
]"10 F.1 1,6"O .
AND FRAME CONSTRUCTION MANUAL FINISH rO BE SELscTev 4^CON FE SLAB PV
CONCRETE RH1 BATF INSUILAT N 6'"6""6110/10HAM pp
FOR ONE AND TWO-FAMILY 'FILM —AZ =
NO GONGRETE OR MASONRY WORK ]x6 ALp SILL PLI�TE LOMPALT 6RAVEL PILL O
SHALL BE DONE DURING DWELLINGS IAN51/AF$FA WFGM-2001)
TEMPERATURES OF 40 DEGREES F TERw1E SxEILO f SILL IN41u.Ar N
NOTE ALL NON-ENGINEERED LUMBER Plrcx s<."a
AND FALLING. NO GONGRC-TC- SHALL / , ;i i/; ; ii .i < � „ X Z
BE PLACED ON FROZEN SURFACES. TO BC- DOUGLAS FIR #2 OR BETTER t Y^"1°"xo0KE0ANLxEO eBOAT 11 O 0
CONCRETE SHALL BE AIR ENTRAINED i MASTIC VAMFR FirvC6 aLrvREv srLNE PACE `� 1.L O ~
TOTAL AIR CONTENT (PERCENT BY NOTE m e•P wNc FaNvnnow wAu� v
VOLUME OF CONCRETE) SHALL NOT BE FOUNDATIONS CHAPTER 4 DESIGN
LESS THAN 576 OR MORE THAN 1% BASED UPON PRESUMPTIVE LOAD , w , - I1 -- nO
ADDITIVES SHALL BE ALLOWED BEARING VALUES OF SANDY GRAVEL MASnc + i \ P CONIC SLA �(� 07
`LOMPA6T FILL V I .n
WITHOUT WRITTEN PERMISSION OF THE AND/OR GRAVEL AT 2000 L55 PER t FlNsxsv 6RAOE l' - a Z
2x4 KEYWAY 4 4•POONL W/6"6 10/10 V1I '11I 1
ARCHITECT ALL GONGRETE 15 TO BE- SQUARE FOOT, GONTRAGTOR TO f AJr.H SLAB FROVIOE O � .� � 1-4J
MIN 3,000 P.5.1, AT 25 DAYS 6 3,500 10"20 P, ES', sFREn10 Frs. a ° ExPANSILN L0INT AT WALL n
CONSULT ENGINEER F DIFFERENT SOIL MINES',B6 BELOw BRAVE 1 f F.SD TICHI LRSTE
FwNvnrlOn IJ� ^ I ^ LUP51 FOR GARAGE SLAB PROVIDE ALL MATERIALS ARE FOUND UPON � LAMT COLUMN BASE MANUFACTURED BY O u-=—f � n/
SLEEVES AND FOUNDATION VENTS AS EXCAVATION OR TEST HOLE, FOR ; 4 51HFSCN 5TRONO-7IE MODEL / n, l `1 'I ILS
REOUIRED BY NY5 GODS UNLESS ALTERNATIVE FOOTING AND a J `-I IL `-' �J
6" o e• 6" ° Nv. OB044-SD521N5TALLED
INDIGATED, ALL FOUNDATION +4 REBAR MIN ° F a �x n4 RE-aAR AS PER MANUFACTURERS Z
FOUNDATION WALL DESIGN e'eoxe CLVER
FOOTINGS ARE TO BE A MIN 8" DEEP �' ��' - SF OR APPROVED 3
PROJECTING 6" ON C--ADH SIDE OF THE v a EQUIVALENT K
F_2
IS PROJECT COMPLIES WITH THE o nr_ nr_ nr_
FOUNDATION WALL PROVIDE TWO #4 010 RESIDENTIAL CODE OF NEW ° 6^coMFAcr FULIr--.� P GONG GREEWALLaDEFORMED BARS CONTINUOS IN THE ORK STATE 20 s MIL POLY VAFOR BARRIER
FOOTING ALL 4" THICK CONCRETE //�� C ❑ K
SLAB5 TO HAVE 0X6 10/10 WELDED / J \ I OUNDATION DETAIL r m _
HIRE
SHALL
G BE HOOODE BB/ 5 I ' - L 5 COLUMN STRAPPING ry O
RE REINFORCING ANCHOR BOLT IN �p, � 4' D T O D TAI
" 2 - CN '�/ � SCALE: 3/4,1 = 1.-O�,
EXPANSION JOINTS BETWEEN SLAB SCALE: 3/4" = I'-O" V O z
AND FOUNDATION WALLS. h Q
� ❑ N p
TA5LE: 5 1 NAILING, SCHEDULE A5 PER ANSI%AF$FA NNFCM-2001 TABLE 311 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TABLE 3.110 SEGMENTED 5HEARW'ALL SIDEWALSHC-ATHING RBQ'JIRC-MENTS
AS PER ANSI/AFfi PA WFGM-2001 AS PER ANSI/AF4FA WFGM-2001
JOINT DESCRIPTION NUMBER NAIL SPC
AN6 JSI
OINT DESCRIPTION NUMBER OF NAIL SPACING STRUCTURAL SHEATHING OR PANEL DING THREE SECOND GUST
COMMON NAAI LS COMMON NAILS MAXIMUM NAIL SPACING FOR ad COMMON WIND SPEED (MPF,) 110
ROOF FRAMING STUD SPACING j
FLOOR SHEATHING SHEATHING LOCATION NAILS (INCHES, O GJ
(INCHES, OGJ SHEAR WALL LINE BUILDING END WALL MIN LENGTH OF FULL +j
RAFTER TO TOP PLATE (TOE-NAILED) WALL HT STRUCTURAL PANELS If MPH _CNC- 120 MPH ZONE BENEATH I IGHT SHEATHING ON
LENGTH, W (FT) T000 o'CO NEL L
12" GO SPACING a (_^) ad I INCH OR LESS ad 6" EDGE / 12" FIELD E 'r E F LILOINS SIOEWALL L ITT)�a < T v I ! rc r
PER RAFTER 12" OG 6 I^ 6 12 ROOF e eLILwG 12 1.6
10 (_) ad GREATER THAN INCH IOd b" EDGE / b" FIELD 4' EDGE ZONE I6 2
16" Oa SPACING a (5) ad DIA60NAL BOARD 5HC-ATHING Ib" O.G. 6 12 6 12' 1
10 (5) ad PER RAFTER "x6" OR "ra" (2) ad PER SUPPORT INTERIOR ZONE 12, 0,0 6 12 b 12 _° 32 TODD O'CONNELL,AIA
CEILING J015T TO TOP PLATE (TOE-NAILED), WALL HT "x10" OR WIDER (3) ad PER SUPPORT 161, 0 6 13 6 12 �, 2a 3a 1200 Veterans MemoFla(Highm
MLS 'SLIDE 12q
MINIMUM NUMBER OF ad COMMON . +A Y.: 32 43
12" Or SPAGIN6 b ("2) ad STUD SPACING "
PER JOIST NAILING REOUIRC-MC--NTS ARE BASEDON WALL SHEATHING NAILED b INCHES ON-CENTER AT THE PANEL EDGE IF WALL SHEATHING SCE 56 J.a Hduppaul NYI1 788
10 (2) ad SHEATHING 15 NAILED 5 INCHES ON-CENTER AT THE- PANEL EDGE TO OBTAIN SHEAR CAPACITIES, NAILING REQUIREMENTS (INCHES, OG) NAILS PER SUPPORT 4G 5,4 It
16" OG SPAGIN6 a (E) ad PER J015T FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED INS OR Ixa SHEATHING 12-19.2 2 2 50 6,1 "`I P(631)6W§666 1
10 TO MAINTAIN LOAD PATH
(3) Ed 1x10 OR LARGER 1 �� b'0 �(-,�� �(631')65d.666�!
CEILING JOIST To PARALLEL RAFTER (FAGS NAILED) ROOF SPAN SHEATHING 12-111,2 3 E �� q"+
2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE a0 10.7F. +f!d'•+ir` -.il-'
GROUND SNOW LOAD 20 PSF 12'-0" 24'-0" 56'-0" ROOF,COLIND 3 FLOOR 2Q 56
12" Or, SPAGIN6 5.1_2 PITCH (4) I6d fr) I6d !Io) I6a EACH LAP REDUCED TO I-I&D NAIL PER FOOT E = NAIL SPAUNG AT PANEL EDGES (INGHES)
F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) 24 61
I6" O.G. SPAGIN6 3 12 PITCH (�I Ibd (9) I6a (u) I6d EACH LAP 5, CORROSION RESISTANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED, CHECK 186 FOR ADDITIONAL 2a j la
12" O.G. SPAGI NO 4 12 PITCH 0) I6d (51164 (b) I6d CAGH LAP REQUIREMENTS. I FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 52 bq
ATTAGHMC-NT5 SHALL BE USED 36 100
16" Or, SPACING 4 12 PITCH (4) Ibd (1) Il (10) I6d EACH LAP RAFTER TO TOP FLATS / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 54A AN51/AF4PA WFGM-Bal rr.'`'
12" O.G. 5PAGIN6 5 12 PITCH (3) I6d (4) Il 16) Ibd EACH LAP I IFER5GRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5,4 2. TABULATED 12 INCH OC, NAIL SPACING A55UMES SHEATHING ATTACHED TO 5TUDFRAME - %''y)" 50 III q
Ib" O,G SPAGIN6 5 12 PITCH (3) Ibd MEMBERS WITH G . 0.411 ;fi'`
(6) Il (b) I6d EACH LAP 2. TABULATED CONNECTION REGUIREMEN75 ASSUME A BUILDING LOCATED IN EXPOSURE B FOR FRAMING MEMBERS WITH 0.42 ._ G <0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 60 16.7
12" OG SPAUNG 1,12 PITCH (3) I6d (E) IOU (5) 16, EACH LAP INCHES OG -I 10 IF 4
5 WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND @{„ �' \
I6" Or SPAGIN61,12 PITCH t3) I6d (+) Ibd !6) I6d EACH LAP AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REOUIREO 5 FOR EXTERIOR PANEL SIDING, GALVANIZED BON NAILS SHALL BE PERMITTED TOME ROOF LN6 4N6, 4 : FLOOR Ta Ila
! qqq,, =-I
12" OG SPACING, q 12 PITCH (E) I6d (3) I6d (4) I6d EACH LAP 5UB51TUTED FOR COMMON NAILS
16" OC, SPACING 9,12 PITCH (5) Ibd (3) Ibd (5) Ibd EACH LAP 4, TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING E2 155
JOIST WHEN FASTENED TO A 2s4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2,6 TOP PLATE 4 TABULATED NAIL SPAGIN6 ASSUME A BUILDING LOCATED IN EXPOSURE B 36 152
12" 0.0. SPAGIN6 1212 PITCH (3) I6d (5) I6d !3) I6d EACH LAP '-
Ib" O.G. SPAGIN6 1242 PITCH (3) I6d (E) I6a (4) IOU EACH LAP RIDGE TENSION STRAP CONNECTION (TABLE 36A ANSI/AFBPA WFGM-2000 40 160
CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED), ROOF SPAN I TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIFIED BY 0.10 FOR FRAMING NOT LOCATED TABLE 5BB BOTTOM PLATE TO FOUNDATION CONNECTION 50 211 ,
GROUND SNOW LOAD 20 PSF 12'-0" 211-O" 56'-O" WITHIN a FEET OF BUILDING CORNERS AS PER AN51/AF3PA WFGM-2001 s 60 25,3
4 %
12" 00 SPACING 3.12 PITCH (4) 16d (T) Ibd (IG) Ibd EACH LAP o THREE SECOND GUST +�� 10 211 5
Ib" Or SPAGIN6 3.12 PITCH (5) "I'd (a) Ibd (G) ibd EACH LAP TABULATED RIDGE CONNECTION LOADS ASSUME- A BUILDING LOCATED IN EXPOSURE M 110 I, m
WIND SPEED (MPH) aO 337 6
^" OG, SPAGIN6 4 12 PITCH (3) Iba (_) I66 (a) I6d EACH LAP 5. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX ANCHOR BOLT r
" TABULATED LENGTH REQUIREMENTS ASSUME BUILDING LOCATED IN CV
Ib" O.G. SPACING, 4.12 FITGH (4) Ibd (r) Il (ION I6a EACH LAP (Ob x 10 PST) ANCHOR BOLT GOMMEGTION SUPPORTING SPAGIN6 (IN)'-' EXPOSURE 6 QI Q
RESISTING
12" OG SPACING 5 12 PITCH (3) Ibd f4) Il (6) I6a EACH LAP 4. TABULATED CONNECTION REDUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SlFOR DIFFERENT RIDGE #
Z
STRAP SPAGIN6, MULTIPLY THE TABULATED VALJE5 BY THE APPROPRIATE MULTIPLIER BELOW 1/2" ANCHOR BOLT 2 TABULATED SHEATHING LENGTHS ARE BASE ON OFT WALL HEIGHTS d
Ib" OC SPACING 5 12 PITCH (3) Ibd (6) Ibd (b) Ibd EACH LAP 1-3 STORIES D- 0
RIDGE CONNECTION SPAGIN6 (IN) 12 I6 192 24 4,5 12 FOR OTHER HEIGHTS, H, THE TABULATED SHEAT INE, LENGTH SHALL BE
12" Cl SPACING 1.12 PITCH (5) I6d (5) Ibo (5) I6d EACH LAP LATERAL AND 5HC-AR SQ MULTIPLIED BY H/a -�
MULTIPLIER L00 1.33 L60 2.00 400 6.00
LOADS <0
16" O.G, SPACING 1 12 PITCH (3) Ibd (4) Ibd (6J I6d EACH LAP 5/a" ANCHOR BOLT Z In
5 WHEN THE TABULATED NUMBER ENIT OF NAILS REQUIRED S EACH END OF THE STRAP AI EQUAL TO 1 AND THE FRAMING IS -3 STORK-5 B TABULATED LC-NGHTS ASSUME- WALLS ARE E ATHED E T BULAT ED IN O }
12" Or SPAGIN6 9.12 PITCH (3) Ibd (5) Ibd (4) I6d EACH LAP ATTACHED IN ACCORDANCE WITH TABLE 3.1 THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REOUIRC-D. 45 SECTION 5942 FOR OTHER SHEATHING MATERIALS THE TABULATED V Z
16" O.G. 51 9:12 PITCH (3) Ibd (5) led (5) Ibd EACH LAP LENGTHS SHALL BE MULTIPLIED BY THE AFFROF RATE SHEATHING TYPE
b. WHEN COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF 1. PER5GRIFTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3,2 ADJUSTMENT IN TABLE 5ITO rc
12" O,C, SPAGIN6 12 12 FITGH (3) I6d !E) I6d (5) I6d EACH LAP
THE COLLAR TIC- NEED NOT EXCEED THIS TABULATED NUMBER C ad COMMON NAILS INA STEEL STRAP, OR THE NUMBER OF
C--AIn LY n'riz
16" Or SPAGIN6 12.12 PITCH (3) I6d (3) Ibd (4) Ibd EACH LAP 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOd 80k NAILS IN A STEEL E. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR 4. MI LENGTH OF FULL HEIGHT SHEATHING SHALL NOT BE LESS THAN p Off! *!F it 1es
COLLAR TIC- TO RAFTER (FACE-NAILED) SPAN STRAP LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THC- THE MINIMUM REQUIRED TO SATISFY THE MAXIM M SHEAR WALL SEGMENT I( I �L Will I7<)�oo
12'-0" (2) ad LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 526) OR ASPECT RATIO LIMITATION IN TABLE 3.11D W I^-'E0 'u arc
WOFwOr Ki iH
Ib'-0" (2) ad LATERAL AND SHEAR LOADS (TABLE 3.28), FOR OTHER ANCHOR 60LT 5 TOTAL ROOF SPAN SHALL PICT E\GC-C-D 96FT1 BASED ON 513,da. NLo rt arco 1_
TABLE 3b WINDOW SILL H-2001TIOW
AS PER AN51/AF4PA WFGM-2001 LIMITATIONS SEC- SECTION 32.11 AND 3223
20, AS(3) ad ENDWALL WIDTHS UP TO bOFT ARE SHOWN FOR USE WITH THE INSCRIBE-D a aw0 �
3.12 PITCH 24'-0" (5) ad PER TIE TREE SECOND GUST BUILDING PROVISIONS OD 5,1 E3cZm€LL(_E!
O 3 TABULATED ANCHOR MOLT SPACING, FOR LATERAL AND SHEAR LOACS
2,51_0" (4) ad WIND SPEED (MPH) ASSUME WALL5 ARE SHEATHED IN ACCORDANCE WITH SECTION 5442. o inO �O�mO
RC-QUIRED LATERAL CAPACITY OF FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT DO <4j� of
32'-0" (4) ad WINDOW SILL SPAN - <x-I V
CONNECTION AT EACH END OF SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE 1-°dzrc O'� W )
36'-O" (5) ad (FT) WINDOW SILL PLATE (LES) ADJUSTMENT FACTOR IN TABLE 3.I1D, BUT IN NO CASE SHALL ANCHOR BOLT ;�NUIOOInFi� _
12'-0" (9 bd 1 ISO SPACING EXCEED 6 FEET ON-GENTER
Ib'_O" (2) as oaN
4 265 Itp l_€0ap
(2) ad 4 FOR THREE SECOND 505T WIND SPEEDS GREATER THAN 110 MPH, WITH A 4502Q�!
-HIB FITGH 24'-0" (3) ad PER TIE 6 591 TABULATED LATERAL VALUE FROM TABLE 55 GREATER THAN 262 PLF, LpN5 WuF<Ji� ff'o
b 529 LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM le �0 �!Ow
2a'-0" (5) ad 10 661 TABLE 55 IgaOH")II �<��
w
-O" (4) Ed 12 194 =�i��luwry:(.Z(IJ I�
(4) ad wrc N�ijHW2rchn n U
r'-0" U ad 14 9216 o>�L o Orc 71
Ib'-O" (7) ad Ib IOSa TABLE 3.26 SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS 510�0O)m o I
AS PER ANSI/AFBPA WFGM-2001 2 !FI nINrc. W m
20_011 (`) ed TABULATED UPLIFT AND LATERAL GONNC-GTION Y i K g Q1 x o o Z
5 12 PITCH 24'-O" (2) ba PER TIE THREE SECOND GUST ^ O'^
REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED I10 rcrc@$rc rcrc°'
2a'-O" (5) ad BY 092 FOR FRAMING NOT LOCATED WITHING 6 FEET WIND SPEED (MPH) "i°ZrchZi i 'ar' o
52'-0" (3) ad OF BUILDING CORNERS BOTTOM PLATE TO FOUNDATION FOUNDATION MAX, ANCHOR BOLT T I=a a r s,o❑ o O o
96'-0" (9) ad ANCHOR BOLT GOMMEGTION SUPPORTING SPACING (IN)"
12-0" (U ad 2. TABULATED FRAMING LOADS ASSUME A BUILDING RESISTING
LOCATED IN EXPOSURE B,
I6-0" (2) ad b FT END ZONES
20'-O" (2) ,5d RAFTER / CEILING JOIST HEEL JOINT CONNECTION (TABLE 3 qA AN51/AFfi PA WFGM-2000 I-5 STORIES 311
cn
6 12 PITCH _4'-0" (2) ad PER TIE UPLIFT LOADS
'ELO" (2) ad I NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2596 IF NAILS ARE CLINCHED I-3 STORIES INTERIOR ZONES
521-0 (o) ad 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER 45 1
36'-0 (3) ad OR RIDGE BEAM
12'-0" (I) ad 1. PER5GRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2
16'-0" (2) ad 5 WHEN INTERMEDIATE SUPPORT OF THE- RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING
COLO" (r) ad WALL, THE TABULATED HEEL JOINT CONNECTION REOUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR
PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE
l 12-12.12 PITCH 24'-0" (2) ad PER TIE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR
25'-0" (2) ad 4 EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES LATERAL AND SHEAR LOADS (TABLE 320), FOR OTHER ANCHOR BOLT
32 -0" (5) ad LIMITATIONS SEE SECTION 3211 AND 3225
36'-O" (5) ad 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY
BLOCKING TO RAFTER (TOE-NAILED) (2) ad EACH END 6 TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE
RIM HOARD TO RAFTER (END NAILED) (2) 166 EACH END BOTTOM OF THE ATTIC SPACE WHEN CEILING J0I5T OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE
WALL FRAMING THE TABULATED HEEL JOINT CONNECTION REOUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS UPLIFT STRAP CONNECTION RFaIAREMENTS
CEILING HEIGHT/ HEEL JOINT CONNEGHON (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 5 48)
TOP PLATE TO TOP PLATE (FACE NAILED) (2) 160' PER FOOT F
ROOF Rlose HeGHr AOJusrweNT FACTORS FASTEST MILE WINDSPC-ED (MPH) FASTEST MILE WINDSPEED (MPH)
TOP PLATE AT INTERSECTIONS (PAGE NAILED) (2) Ibd JOINTS - EACH SIDE- I/2 FRAMING FRAMING oz
STUD TO STUD (FACE NAILED) (2) I'od 24" OG, I/3 I5
HEADER TO HEADER (FACE NAILED) Ibd 16" O,C, ALONG EDGES I/4 133 SPACING ROOF SPAN (F T.) 110 MPH SPACING ROOF SPAN (F7) 110 MPH
TOP OR BOTTOM PLATE TO STUD WALL H
1/5 I15 (IN) NAILS IN EA END OF (IN) NAILS IN C-A C-NG OF
(END NAILED) a (2) I6d I%o III 1>'4"X20 GAGE STRAP K"x20 GAGE STRAP
10 (3) ad
12'-O" (2) ad 12 b" (2) ad
12 (4) Ibd PER STUD (2) ad 16'-0" (2 ad
12" OIC 5PAGIN6 I4 (4) I66 TABLE 3,10 ROOF SHEATHING ATTACHMENT REISUIREMENTS FOR WIND LOADS 20'-O" (2) ad 20'-O" (3) ad
AS PER ANSI/AFBPA WFGM-2001 12
I6 (i) Ibd 24'_0" (a) ad Iq 2 24'-p" (3) ad �
15 (4) 16d STRUCTURAL SHEATHING MAXIMUM
2a'-0" (2) ad 2b'-0" (3) ad
20 (4) lad RAFTER/TRUSS NAIL Ell FOR ad COMMON 32'-0" (3) ad 32' 0" (4) ad �
a (2) I6d SHEATHING LOCATIONI SPACING NAIL5 (INCHES, 0G.) 36'-0" (3) ad 56'-0" (4) ad
10 (3) Ibd (I NGHE5, 0J 110 MPH ZONE 120 MPH ZONE
(4) I66 1,'_0" (2) Ed 12'-0" (5) ad
16" Or, SPACING, 14 (4) 166 PER STUD E F E F 16'-0" (2) ad I6'-0" (5) ad
16 (4) Ibd INTERIOR ZONE 12" 0 6 12 6 12 101_01, (2) ad 20'-Q" (3) ad
I6" CJ G 6 12 6 12
Ib (4) Ibd 16 24'_0" (3) ad 24 24'_0" (4) ad
PERIMETER EDGE ZONE 12" OG 6 12' 6 12' j O
20 (4) lad 2b'-O" (3) ad 2b'-O" (4) ,5d
BOTTOM PLATE TO FLOOR JOIST, 5ANDJOIST, I6" Or 6 12' b 6 311_01, (5) ad 52'-0" (5) ad
ENDJQIST, OR BLOCKING (PAGE NAILED)
(2) I6d` PER FOOT GABLE ENDWALL RAKE OR RAKE TRUSS
W/ LOOKOUT BLOCK 4 4 36'-0" (4) ad (5) ad
6' 6' 36'-O"
FLOOR FRAMING GABLE ENDWALL RAKE OR RAKE TRUSS
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) ad PER JOIST W/O RAKE OVERHANG 6 6
BRIDGING TO JOIST (TOE NAILED) (2) ad EACH END RAFTER/TRUSS
BLOCKING TO J0I5T (TOE NAILED) (2) ad EACH ENDMINIMUM NUMBER OF ad COMMON L
SHEATHING SIZE SPAGIN6
BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (3) Ibd EACH BLOCK (INGHES„ O G ) NAILS PER SUPPORT
LEDGER STRIP TO BEAM (FAGC NAILED) (5) Ibo EACH JOIST O O
JOIST ON LEDGER TO BEAM (TOE NAILED) (3) ad PER JOIST N6 OR NIS SHEATHING 12-Iq1 2 2 2
BAND JOIST TO JOIST (END NAILED) (5) I6d PER �0151 IxIO OR LARGER
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) I Ud' PER FOOT SHEATHING 12-191'2 3 3 1� 1�
ROOF SHEATHING E = NAIL SPACING AT PANEL EDGES (INCHES) `+-
STRUCTURAL PANELS ad *SC-E TABLE 310* F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) VOD 1-.-1 Lu
DIAGONAL BOARD SHEATHING FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INGLFC-ET UDING 4 ON EACH SIDE OF D� 111
"xb" OR III (2) bd PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED {� Y I 1 4L1
I'k10" OR WIDER 13) ad PER SUPPORT 1 ILL-0 INL
CEILING, SHEATHING 2 TABULATC-D 12 INCH O.G NAIL SPACING A55UME5 SHEATHING ATTAGHEDTO RAFTER/TRU55 FRAMING MEMBERS 'n
WITH G > 049 FOR FRAMING MEMBERS WITH G < 0.42 G < 0411, THE NAIL 5PAGIN6 SHALL BE REDUCED BY 6 INCH Or. V 1U
GYPSUM WALL BAOFl 5d COOLERS 1" EDGE / 10" FIELD 1� 3
WALL SHEATHING 3. TABULATED 6 INCH. Q.G. NAIL SPAGIING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH 1 lL Q
G > 0411 FOR FRAMING MEMBERS WITH G < 042 G < 049, THE NAIL 5PAGIN6 SHALL BE REDUCED BY 4 INCH OG
STRUCTURAL PANELS ad *SEE TABLE 5,11* Ii
FIBERBOARD PANELS L, TABULATED 4 INCH OG NAIL SPAGIING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH
1/16" bd' 3" EDGE / 6" FIELD
G > 04q FOR FRAMING MEMBERS WITH G < 042 G < Cl THE NAIL SPACING SHALL BE REDUCED BY 3 INCH 0,0
25/32" ad' 3" EDGE / b" FIELD r- W
5, TAMULATED NAIL SPAGIN6 A55UME ,A BUILDING LOCATED IN EXPOSURE B ,q N 41 ^ II
GYPSUM WALL BAORD Sd Pool-BRE, 1" EDGE- / 10" FIELD o
HARDBOARD ad *SEE TABLE 511' Z
N M N Z
PARTICLEBOARD PANELS ad *SC-C- MANUFACTURER' U O Q 0
DIAGONAL BOARD 5HEATHING
"X6" OR I'kb" (2) ad PER SUPPORTQ
Q
"x10" OR WIDER (3) 11 I'd PER SUPPORT Q 0 R*
'r
5QX2QXIQ
P GONG. FAD--
TODD
SQX2QXIQ K K� — TODD O'CONNELI.
P. GONG PAD nF= Kl I-4�_��� -1�-51 � - - - •- _ 10 pK
n Zr— — — — — — - 13�_O�� O 12 OVeter ns MOeJ
_ _ 6' ,"
_ - - - _ J - - - - - - - - - 56 HIGH HANDRAIL Im X " Hauppauge NELL.AIA
3 mo Ial Hig¢wa
WITH SPINDLES X
PAGED LESS THAN Iry ryl O Sul[e p2q
= 6 h- 4 APART T ODE 1 ry X11 -- - 2"xb" R.R. ® 16 06 2"xb" R. ® Ib" O.O. m 0I
POURED GONG J 4"X4" ACG POST �Irj( I
L J 1
OUNDATI WALL _ _J
7 V 1 E(YWAY,G A 6FOOTIN6 2 %6 �g 30'- �I/ 25
L) 2"x4" � 2 - .
DROP FOUND TION GRADE. ( PIGAL BELOW % d -
to
N4I�DOUBLE ALL F J ^
�� UNDER PARALLEL WALL
a 4" CONCRETE SLAB '
`Q FOR DOOR PARTITIONS ABOVE
COMPACTED GRAVEL B5" S •• _ _- - _______ _ —_ __-_ __ `.
4" CONCRETE SLAB W/6 MIL V B. ON 4" K ry
GOMPAG ED 501E x24"x12" PIPE COL.�ON
COMPACTED GRAVEL iv Sh" ST. PIPE COL CON COMPACTED SOIL W/ 2 "x24"x12" F �,
W/ 24" POU D GONG. FTG.
POURED
- O GARAGE cV r T�_,41 (TYPICAL)
ONnG-2T6. CELLAR ;TYPI A�)
DECK PLAN ROOF PLAN
- - - � — ---- 0 SGALE 1/4° = I'-O" SGALE. v4° = I'-o^
N WI4X74 STL �2 O
rl - J L —
J J J
FROM
�VE ci 110 1
i
ry POCKET W/ T. PIPS COL.
+ PO r1
fie" TYPE-X SHEETROGK i' BI'v 5T PIPE COL J _
W/ 24"x24"xl2"
WALLS AND CEILING 3w" 5T. PIPE GOL � POURED GONG. FTG, n'
V I(2) 2"X10' FLUS PICAU
POURED GONG. FTG. 0 I m 2
L- IJ ASPHALT SHINGLES TO BE 5ELEGTED
m - _ 6 OVER 154 BUILDING FELT
DROP FOUND TION NOTE, DOUBLE ALL F.J �® I I O N ASPHALT SHINGLES T BE SELEGTEDp-
'O FOR DOOR UNDER PARALLEL WALL -} NI X ! 4x3 ALUMINIUM GUTTER W/ 3x4 OVER 154 BUILDING FELT --- ---- - - 1'
PARTITIONS ABOVE IL o ry F ----
�� ry ALUMINIUM LEADER TO BE - CV
IL d 8" POUR D GONG _ __ _ __ --_
1-. OUNDAT ON WALL SELEGTC-D BY OWNER 4x3 ALUMNIUM UTTER N/ 5x4
_
_� �I I 1ox20 P coNc FooTwG r ALUMNIUM
ED BY OWNER Q
1V m ry 1 EA AY, MIN 56A' 2"x4" -
-. ' BELOW - 36 HIGH HANDRAIL
.p ` — — — — — — — — ryl L) Oi WITH SPINDLES Z In
1 d- - 5P CED LE55 THAN—\
- L — — � 1 r - - — J a" PART TO CODE J Z
- - - - - - - - - - v
- _
TH
ES
I — — — — — — — — — — — — KI APART HANDRAIL
DJ g 3 rc
— L J r q 56" HIOH
_ r SPACED LESS THAN w '�
Ir
18' 0" 1 6 130 - - - "°C��s�
2
��
R Q TIE NEW FOUNDATION TOT o
q EX15TINO W/ %4 REBAR ® 24" •� �� wy Oul
O.G. VERTICAL, MINIMUM OF 2, 0 1 o F in Y
GROUT FILL SOLID (TYPICAL) N - _ w w! °'`1 z W o
4" CONCRETE SLAB r H'w g
W/6 MIL VB. ON 4" V ��mi1V,¢0,1a� SO
COMPACTED GRAVEL
ON COMPACTED 501L EAST ELEVATION NORTH E EVATION
ci-„=o SozaLLm
u
FOOTINGSGALE I/4" = I'-O"
Vp�
VNILw� �Obq�v'
P. GONG. STEPS
FOUNDATION PLAN
���nDO,��WLLU�O m
SGALE: 1/4" = I'-O"
ASPHALT 5HI NGLE5 TO BE 5ELEGTED
OVER 154 BUILDING FELT ASPHALT SHINGLES TO BE BEL GTED
_-- ---- - - -- OVER 154 BUILDIN FELT I-Ra�:nop�oo O
4x3 ALUMNIUM GUTTER NV 3x4
ALUMNIUM LEADER TO BE 2"X8" RR. ® I " 04
5ELEGTED BY OWNER }
36" HIGH HAt DRAIL _ m
3(V HIGH HANDRAIL WITH 5P NDLE5
WITH SPINDLES SPADED LES THAN —
SPACED LE55 THAN 4" APART T CODE
4" APART TO CODE
4" GONCRE SLAB
W/ 6 MIL VE ON 4"
COMPACTED C RAVEL
ON COMPACTE D 501L
PC OTINO
l w
r
SOUTH ELEVATION °
5GALE: 1/4" = 1'-0"
F
Q
u
w
SECTION
SGALE, 1/4" = I'-O" Z
O ts) �t
z
o 7- z
OVO
LLI
< �
O �UAw
O CA 3 'u
0
° W
� Z
T N N z
O Q Z
w
U ui
K