HomeMy WebLinkAbout37120-Z Town of Southold Annex
��QSUFF01��, 2/11/2013
P.O.Box 1179co
cm
54375 Main Road
o �,� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36139 Date: 2/11/2013
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 250 Stirling Woods Lane, Southold,
SCTM#: 473889 Sec/Block/Lot: 88.-2-15.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
11/15/2011 pursuant to which Building Permit No. 37120 dated 4/6/2012
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 family dwelling with attached two car garage covered front entry and rear deck as applied for
The certificate is issued to Lawrence&Mary Vandewater
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0062 1/16/13
ELECTRICAL CERTIFICATE NO. 37120 1/9/13 and 3/30/12
PLUMBERS CERTIFICATION DATED 1/23/13 12 MZ Plumbing&Heating
Z" - ro44
/�Ufhori d Sigiature
T TOWN.OF SOUTHOLD
o��11FF0(q-CpG..
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37120 Date: 4/6/2012
Permission is hereby granted to;
Sterling Harbor.lnc
PO BOX 783
Mattituck, NY 11952
To: construct a new single family dwelling with attached two car garage, & covered front &
rear entry as applied for
At premises located at:
250 Stirling Woods Ln, Southold
SCTM # 473889
Sec/Block/Lot# 88.-2-15.2
Pursuant to application dated 11/15/2011 and approved by the Building Inspector.
To expire on 10/612013.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION . $2,003.20
CO -NEW DWELLING $50.00
Total: $2,053.20
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:
l. 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 i% 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 requirernents.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
l. Certificate oFOccupancy - New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00,
. Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
II. ,
Location of Property: it l >\c d 54,q (JL�T�`'kJ ( G
House No. eet Hamlet
Owner or Owners of Property: 5fcl
Suffolk County Tax Map No 1000, Section �0 Block d- Lot
Subdivision Filed Map. Lot:
Permit No. � ( 20 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board.Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Subm ✓✓
itted: $ J0 .
v ApplicantAIgnatur
S�FF01
Town Hall Annex p� cOGy Telephone(631)765-1802
54375 Main Road c Fax (631)765-9502
P.O. Box 1179 � •
Southold, NY 11971-0959 'y, �.a0! roger.richert(cD-town.southol d.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Vanderwater
Address: 250 Sterling Woods Ln City:Southold St: NY Zip: 11971
Building Permit* 37120 Section: 88 Block: 2 Lot: 15.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: All Pro Electric License No: 33703-me
SITE DETAILS
Office Use Only
Residential X Indoor X 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 200a Heat gas Duplec Recpt 56 Ceiling Fixtures 20 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 7 Smoke Detectors 4
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 36 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks
Disconnect 200a Switches 39 Twist Lock Exit Fixtures TVSS
Other Equipment: 200a underground service, 3-combination smoke/co detectors, 4-exhaust fans
1-40a oven,8-ARC fault circuit breakers
Notes:
Inspector Signature: - Date: Jan 9 2013
Electrical Certificate.)ls
o�*oG So�ryol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 A • �Q roger.richert(C7town.southold,ny.us
Southold,NY 11971-0959
couffm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Seligman
Address: 385 Cross Rd City: Cutchogue St: NY Zip: 11935
Building Permit#: 36343 Section: 103 Block: 13 Lot: 29
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Eagle Electric License No: 41622-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 42 Ceiling Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 10 Smoke Detectors 4
Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 77 CO Detectors 2
Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances N45
Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS - H
Other Equipment: 3-paddle fans, 9 ft multi outlet strip, generator and transfer switch
Notes:
Inspector Signature: , Date: March 30 2012
81-Cert Electrical Compliance Form.xls
CERTIFICATION
Date:
Building Permit No. 3 1 Z 0
Owner: G��r' V'—' ✓
(Please print)
Plumber:l"G z- F�f /Y
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plus- 'gnature)
Sworn to before me this -
1
day 20 fS
D E--C
Notary Public, t"ty JAN 29 2013
BLDG. DEPT.
KATHERINE A BENZING TOWN OF SOUTHOLD
Notary Public -state of New York
N0. 01BE6025722
Qualified in Nass C un y/
My Commission Expire
OF SO(/THp�
N ae
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[/ WSPECTION
F1 NDATION 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)
REMAR S:
a
DATE ` INSPECTOR
OF SOpl�o�
G Q -
cOOMY,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG..
[ ] UNDATION 2ND [ ] INSULATION
[ FRAMING TRAPPING FINAL
[ ]
[ ] FIREPLACE A CHIMN [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION '[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
J-
-Z
DATE D INSPECTOR
rjf so
cOUHiY,�
TOWN. OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT N
[ ] FOUNDATION 1ST [ ROUGH PLBG.'
[ IF
NDATION 2ND [ ] INSULATION
[ /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] RICAL (FINAL)
REMARKS: �-
DATE -v INSPECTOR
OF SO�ryo�o
�ycourm,��''
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ t�° INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL COUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
a-)
(V
� c
DATE Y INSPECTOR
OF SO(/r�o�
-� TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION . ..
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE Ali INSPECTORS
Of SOUryolo
cou 6t
TOWN OF SOUTHOLD BUI
765-1802 All_
INSPECTIO
[ ] FOUNDATION 1ST ' [ ] ROUG -PLBG.
[ ] FOUNDATION 2ND 1 . 1 1 LATION
[ ] FRAMING/STRAPPING [ ' FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRI 1000H) [ ] ELECTRICAL (FINAL)
REMAR f46�:4;4' /
� f
'J
�-
9�
/t&
DATE ��'� f� INSPECTOR
• ao
o�yco0 ,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION . .
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ULAT ON
[ ] FRAMING/STRAPPING [vf`FIN�� )
[ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: /o
✓��� I � C/i
CILJ
DATE 1-3 INSPECTOR
ho��pE SO(/T�olo
cou
TOWN OF SOUTHOLD BUILDING-DEPT.
765-1802
JNSPECTION ' .
[ ] FOUNDATION 1ST [ ] ROUGH PLBG..
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE �, ?� I NSPECTOR
l pF SOeo
Uly�! ( -
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION .
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) J [ ] ELECTRICAL (FINAL)
REMARKS: co
ell
DATE INSPECTOR
1 1 i i
pVt
b
011
P.O..13OX 37
= 5O1J rHOLD N.Y .11971.
FEBRUARY 6, 2013
PROPERTY LOCATION:
250 STERLING WOODS LANE
SOUTHOLD,NEW YORK 11971
SOUTHOLD TOWN BUILDING PERMIT # 3712OZ
This it acknowledge that it is not possible to install ground cover to the above stated
property at this time. Sterling Harbor Inc. will install ground cover to this property as
soon as weather permits however no later then May 1, 2013
oseph Read
Sterling Harbor inc.
n C E U E
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!. FEB - 6 2013
MG.DEP1.
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DE-PAK,1 MENT 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. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
I/ Flood Permit
Examined 2d Single&Separate
Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:
Disapproved a/c
Phone:
Expiration 6 20_L3
�n uilding Inspector
�1 PPLICATION FOR BUILDING PERMIT
D Date / , 20 �4
INSTRUCTIONS
a. 1 ' �� UST be coi pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets o .plans, ac (o 16m ee according to schedule.
s sowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
' e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
e J
(Signature f applicant or name, if a•corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises
As on the tax roll or latest dee
If appli a t is cor atio , signature of duly authorized officer
(Name an title of corporate officer)
Bui ders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which propose work will be done:
'o �S e L
— &L- - -
House Number Atreet Hamlet
ez 6-
County Tax Map No. 1000 Section Block 0C;�L
Subdivision S Filed Map No. Lot 6�5
2. State existing use and occupancy of pre ises and intendeduse and occupancy of proposed construction:
a. Existing use and occupancy
e ,
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building X Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost �� �,xo- D-D Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units / Number of dwelling units on each floor
If garage, number of cars c2
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �✓
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories.-
8. Dimensions of entire new construction: Front Wig. Rear S ; £S' - -De th:_ .J ao ,
Height Number of Stories
9. Size of lot: Front 14(2, 01 Rear �{� p Depth
—� d.
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO74
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises` Address Phone No.
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: CONNIE D.BUNCH
COUNTY OF ) Notary Public,State of New York
No.01 BU6185050
f Qualffied in Suffolk County
being duly sworn, de[QQ9ftVAoMA *R1f%$69110A-RLI�Ticant
(Name of individual signing contract) above named,
(S)He is the cf-1 b
(Contractor, Agent, Corporate Officer, etc.) j
r
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of�20
';��g
Notary Public Signa re of pplicant
DF-L� C FL,
GENERAL AFFIDAVIT FEB - 8 2013
BEFORE NOTARY
BLDG. DEPT:
T0M1 OF SOUTHOLD
("Declarant"), am a resident of
, County of Bl� , State of
, and do hereby cer ify, swear or affirm, and
declare that I am competent to give the following declaration based on my personal
knowledge, unless otherwise stated, and that the following facts and things are true and
correct to the best of my knowledge (insert facts):
Reflecting Nature Landscaping was contracted to install four run-off drywells at 250
Sterling Woods Lane, Southold New York 11971. The locations are indicated on the
attached survey. Each drywell was four feet in depth and eight wide. They are connected
underground to the roof gutter system.
3 7 /a 6 12"r-641%, _�4 -:6'-
WITNESS my signature this day of ? Jr/ (year and month).
Signpt6e of Declarant
State of M 1/lt_- )
County of )
On , 20 /3 ,
/emu c'� personally came before me and,
being dul worn, did state that he or she is the person described in the above document
and th e or she signed the above document in my presence.
Signature of Notary Pu
Notary Public, In and for the County of
State of
My commission expires: Notary Seal
PENNY. tDE6
Notary Public 1 e,of N"York
No.0% 60933I7
Qualifiew in, lk County
Commission Expires Sept.29,��.01,.
. Town of Southold:
:Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: S.C.T.ALt i
THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
p�, )� STORM-WATER,GRM Nor DRAINAGE ANt)ENOSIQN C NTROL PLAN
District �et�on a o!—c cf' Toy'— CERTIFIED Bat A DESIGN PROFESSI AL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# /WORKAMMMENT Yes No
a. What Is the Total Area of the Project Parctils?(Include Total Area of all —
the Scope of Work for Ri Panels located Withift) -9 I �� � ted bWill ft Project Two in Inch Rork W on Sb? .
PfIandCeaftoposed uction) .ram) (Thitilem vol Irdttde8Altu 01createdbysite
ardflti What to the Ground
Vis irb h Land tgearop clearing and/or won activiles.as well as all construction
rground Disturbance for the proposed -7 S Site improvements and the permanent creation of
cronsttticd�n Impervious suddcesJ
• t�rwaas) •
PROVIDE BRIEF PROJECT DESCRIPTION r-ida Adagew Pass as Needed) 2 Does the Site Plan and/or Survey Show AN proposed
Drainage Structures ind(cattng Size S Location?This
J Item•shallinclude all Proposed Grade Changes and • .
Slopes.Controllira Surtace Water Flow. —
3 Does the Site Plan and/or Survey describe the erosion
and sediment control practices that will be used to _ !
control SIleerosion and storm water discharges. This
Item must be maintained throughout the Entire
Construction Period.
t� Will thli Project Require any Land'Fitling,Grading or
Excavation where there is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards
of Material within-any Parcel?
5 Will this Appliption Require Land Disturbing Activities
Encompassing an Area to Excess of Five Thousand \
(5,000 S.F.)Square Feet of Ground Surface?
s Is there a Natural Water Course Running through the l
Site? Is this Project within the Trustees jurisdiction
General DEC swPPP Reguiremenes: or within One Hundred 00V)feet bf a Welland or D t
Submission of a SWPPP Is required for all Construction activities involving sod Beach? _
disturbances of one(1)or more acres;including disturbances of less than one acre that
are part of a larger common plan that will ultimately disturb one or more acres of land; 7 WII there be Site preparation on Existing Grade Slopes
indud'rng ConsWction activities involving soa disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to -
the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? El
(SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 W!N'Driveways,Parking Areas or other Impervious for Storm water Discharges from Construction activity-Permit No.GP-0-1"01.) Surfaces be Sloped to Direct Storm Water Run Off `}(/
El
1.The SWPPP shall be prepared prior to the ence al nt the NOI.The Not
ac shad be into and/or in the direction Of a Town right-of-way? Y r
• submitted to the pepartmentprior to the commencement of construction activity.
2.The SWPPP shag describe the erosion and sediment conbol practices,and whefe 9 Will this Project Require the Placement ofMateria{,
required,post-consbuctio►r storm water management practices that will be used and/or Removal of Vegetation and/or the.ConstrucLon of any
compilan e i reduce r �c`�to stoat p er discharges arts tt assure item Within the Town Right-oILWay or Road Shoulder
corrrpllarree with the term and condilr'ons of pris permit In hddrUor6 Ore SYVPPP shag — .
tdentny.potential sources of pollution which may reasonably be expected to aired the Area?frhb rrar►will•Nar lndud.gr.Instanarron a rAlvewoy npror,a) i
quaftof storm waterdbctiargm. NOTE:.NAnyAnswerto Questi i
3.AD SWPPPs that require the t eu.Oee Iance I betty a Answered with a re In Mark
req post-consbuction storm water management practice in a Box and the xarsbuction site disturbance b between 5,000-S.F.ri 1 Acre in area, k
component shag be prepared by a qualified Design Plofe mlonal Licensed in New York a stornfWater.Grading,Drainage S Erosion Control Plan is Required by the Town of f
that Is knmierlgeable in the pr{ndples and practices of Storm Water Management $oulhold and 1VMst be 5ubmr'eted view Prior to Issuance of Any Building Permit.
QiOTE ArxredcAfadcp4)androrAN ke a complele Appkai;Dn)
SlA77E OF NEW YORK, No.01 BU6196060
COUN71'Y OF...........................................SS QU81N d In Suffolk County
1 Carnrnieeton Expired Apfli 14,2D/�
X of G i6Wre Doauner;fj »•••••being duly sworn,deposes and says that he/she is the applicant For Permit,
And that he/she is the ............ oc?„' 1fY D �i�»(�.„.. ot# ` .
Owner,(?oritractor Agerd,Corporate Oyicer,eta) •�`:.. ' I
Owner and/or representative of the 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(his application are true to the best of his knowledge and belit:f;and !
that the workwill be performed in the manner set forth in the application filed herewith.
Sworn to befo�me.this; !
f 1
_- .- --•--•--•--•- -•----.-•--_.day pf.-•--- �v CAL=.......... 20
N Public. ....... ................•••---•-
(Signature of
FORM - 06110
Town Hall Annex
54375 Main Road ' , Telephone(631)765-1802
1 P.O.Box 1179 Wo ACere SOU0 nY US
Southold,NY 11971-0959
BUILDING DEPARTMENT
' TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL. l SPECTION
REQUESTED BY: ( k\C\C Date: I
Company Name:
Name: C�v. C G`Y o v1
License No.:
Address: (�' �< o2 O. 1J ei
Phone No.: 3
0b If-5C-I< CG�oYe,�O��
JO'BSITE INFORMATION: (*indicates required information)
*Name: -- VCI�Qc, �j1��1 T �X _
`*Cress S.treet: Ni
A
*Phone No_:
Permit No.: lop
Tax-Map District: 1000 Section:. Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
_-Mew \r\dy
{Please Circle All That Apply)
*Is job ready for inspection: YES NO ough In .Final
*Do•you need a Temp Certificate: YES/ NO
Temp Information(If needed)
*Service Size: 1 Phase .3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect' Underground Number of Meters Change of Service Overhead
Additional lnfonnation: /
PAYMENT DUE WIT I APPLICATION - ��f
82=Request forinspection Form �p
a l
i
SEPTIC SYSTEM
(4 bedrooms) SURVEY OF
1- 1000 gal. PRECAST SEPTIC TANK PROPERTY
.3- 0'0 Leaching Pools 4' Depth bottoms AT
to be 3` above ground water
with 3' sand (SW) collar SA YVIFW
TOWN OF SOUTHOLD
SUFFOLK COUNTY.-N.Y.
' 1000 - 88 - 02 - 15.2
63 Scale: I" v 40'
S
Dec. 29, 2070
y
O kF
e�Az�-�4�
1-500 Id
4 <P GA t Sqs 1 6 3
PROP
R�.
�' WATER SERVICE,• >\ \ 2 \
4,
P O� Q-
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V
5� 0L��� 1 Y DEPAIZNT°OF I3EA�1`H ilIC3ES� 4 Q r r
ROOF RUNOFF Aif .90 FRi �
q O Y EI RI 'f 01-1.��Ii�b'a•OVAL OF c�.OA1 a RUCII ®l�1�'� A� Se i3�ro pis.
HOUSE 2,772 sq.ft. 7�/ S- a ,,�, " a
27721 x I x 0.17"= 471 cu.It. R� 00 u�T �" ,�, + 1 ,j P9 f�Q. O1�Lt Y
25. ,
471/42.2 11 VF. B 3g.32 .
PROVIDE 3 LPs 8'4� x 4' deep or equal r1//F DATE � � REF.I�1O.Q�t� ��-'�,® (s� �- v ��v®r- N t,/.
0.�� rC9Ia PAIIIiiJJlf!OF EEDTcE®OIViSIX, `s
/ am familiar with the STANDARDS FOR APPROVAL ;, :
AND CONSTRUCTION OF SUBSURFACE SEWAGE - EE YEARS, OF APPROVAL
DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES
and will abide by the conditions set forth therein and on the49618
permit to construct. The locations of wells and cesspools �
shown hereon are from field observations LOT NUMBERS ARE REFERENCED TO "FINA-L—PLAIT;_-` `_
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION and or from data obtained from others. STANDARD SUBDIVISION FOR STERLING AARBORlNG: j
OF SEC TION 7209 OF THE NEW YORK STATE EDUCATION LAW. Therefore their locations and or existence { CONIC RVEYO ,
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS II (631) 765-5020 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY is not guaranteed. a PROP CONTOUR LIAI£
IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE = MONUMENT y ;Fl P.0. BOX '909
SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS AND CONTOUR LINES ARE Ib30 TRAVELER STREET
REFERENCED TO AN ASSUMED DATUM AREA = 41,304 Sq.fi. q SOUTHOLD, N.Y. 11971 02-142-2
SEPTIC SYSTEM
/ (4 bedrooms) SURVEY OF
F7
1- 1000 gat. PRECAST SEPTIC TANK PROPERTY
.3- 64 Leaching Pools .4' Depth bottoms AT
to be 3' above ground water
with 3 sand (SW) collar BA YVIEW
TOWN OF SOUTHOLD
r SUFFOLK COUNTY,-N.Y.
1000 - 55 - 02 - 15.2
63 Scale: 1°° = 40°
s
( y000; ow °T 3 Dec. 29, 2070
37
CA \ 346 \ \FO
1500
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Lj576, \ \1
Al
SERVICE
Q , A,163
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Ok/ �Q-
4_
ROOF RUNOFF ti! O S _25 p0� \ 2� A
HOUSE 2,772 sq.ft. ���/ .
27721 x I x 0.17"= 471 cu.it. fZ O C
471142.2 =' 11 VF. `\ L=39.32 ?O .
PROVIDE 3 LPs 8'� x 4' deep or equal 1// i Q' v � `')�
I am familiar with the STANDARDS FOR APPROVAL �\ '
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES
and will abide by the conditions set forth /herein and on the
permit to construct. The locations of wells and cesspools
shown hereon are from field observations LOT NUMBERS ARE REFERENCED TO "FINAL PLAT
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION and or from data obtained from others. STANDARD SUBDIVISION FOR STERLING HARBOR INC.
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Therefore their locations and or existence CON/C RVEYORS,
EXCEPT AS PER SECTION 720 9-SUBDI VISION'2. ALL CERTIFICATIONS is not guaranteed. 4 PROP CONTOUR LWE (631) 765-5020 FAX (63/J 765-1797
HEREON ARE VALID'FOR THIS MAP AND COPIES THEREOF ONLY = ONUMENT P.O. BOX 909.
IF' SAID MAP OR COPIES BEAR THE A►IPRESSED SEAL OF THE
SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS AND CONTOUR LINES ARE 1230 TRAVELER STREET �}
REFERENCED TO AN ASSUMED DATUM AREA = 41,304 Sq.il. SOUTHOLD, N.Y. 11971 02-142—G
SEPTIC SYSTEM ,
/ (4 bedrooms) SURVEY OF
- 1- 1000 gal. PRECAST SEPTIC TANK PROPERTY
3- $'0 Leaching Pools- 4' Depth bottoms AT
/ to be 3' above ground water
with 3' sand (SW) collar EA YVIEW
TOWN OF SOUTHOLD �{
SUFFOLK COUNTY,-N.Y.
1000 - 88 - 02 - 15.2
Dec ,29, 20® =
O F F<41 3 NOV. 17, 2011 (CERTIFICATIONS)
G rpU SEPT. 26, 2012 (foundation) '
(15
BLDG.DEPT.
TOWN OF SOUTHOLD
101
Goo ti�
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CERTIFIED TO, *4
ROOF RUNOFF /LIq 9p ! A WRENCE VANDEWA TER FRi v �
HOUSE 2,772 sq.if. �/I/ aS' MARY VANDEWA TER
2772/ x I x 0.17"= 471 cu.ft- R-25•06' FIDELITY NATIONAL TITLE.INSURANCE COMPANY
47If42.2 11 VF. Bq,Y `� L^39.32 ZO
PROVIDE 3 LPs 8'0 x 4' deep or equal li��LL zc\ R�
I .aril familiar with the STANDARDS FOR APPROVAL n,
k% _b
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES � r .
and will abide by the conditions set forth therein olid on the ,�
r4O.r.90- .
permit to construct. ' The locations eons r wells and cesspools �/ � 1 ,49618
shown hereon are from field observations LOT NUMBERS ARE REFERENCED TO INAL PLAT _ �
ANY ALTERATION OR IdDO/T/ON TO THIS SURVEY IS A VIOLATION and or from data obtained from others. STANDARD SUBDIVISION FOR STERLING HARBOR INC. ,
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Therefore their locations and or existence CONIC RVEYORS, P.C.'
EXCEPT AS PER SECTION 7209-SUEDIVISION 2. ALL CERTIFICATIONS (63I1 765-1797 F
is not guaranteed. 4 PROP COfYTOIlt? LASE (63/i T65-50C1FAXHEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 9 09
IF SAID MAP OR COPIES REAR THE"DRESSED SEAL OF THE = MONUMENT
SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS
LEV AT IO S AN N ASSUMED LINES ARE
1230 TRAVELER
BOX 9ER S TREE T
0-AREA = 41 304 s f 1.
q• SOUTHOLD, N.Y. 11971 02-142-2
SCDHS Re"!.* RIO-11-0062 SEPTIC SYSTEM
SEPTIC SYSTEM MEASUREMENTS (4 bedrooms): AM
s A' 8' l- 1000 gal. PRECAST SEPTIC TANK PROP
305' 33, 3. 8'O Leachiny Pools 4'Depth bottoms AT
LP2 to be 3' above gyround wafer
LP+F3 4 { with 3'sand(SWI coflar BAY CW
TOWN OF 5@LI�T
LP,!'4 48' 9. OLO92 a
SUFFOLK C CST ,N.1RCD
1000-e8: z w
StJFFQLh COiliJt V OEoI'nTf Er T 4J HEALTH SERVICES ssSoal`7f0�0 / Ow �,� 0@.Ce29 —4 �(0 _ o 0
f (:. t r i ✓ v:
t
NOV. 17, a!f nFIMONSI G°z
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CERTIFIED TO 4T ✓ w - Q
ROOF RIW F M,Q/ ^90 y
,0 LAWRENCE VANDEWATER �i
HOUSE,2,772 so.l1. N s' MARY VANDEWA TER
27721 r'l•OJ7"= 471 cult. FIDELITY NATIONAL TITLE INSURANCE COMPANY' O
417/42.2=11 VF^ . 84;
PROVVE 3 LPs 8-0+r 4'deep or equal rlijF�i
' SOF Ne;k Q•
Y 190 5'�y� Y.�� �c doe. aim
I aw 4-Ab,M7h me STANDARDS FOR APPROVAL. � �O�a T F� \O � `,
AAO CONSTRUCTION OF SUBSURFACE SEWAGE q ry .7
OJSPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES y� y
wd rN�Di/e by the conditions set forth !herein and on the
pereyl to conrtrucl. The locolions at wells and cesspools
own hereon are /Tom lie/d observations < N.Y.S. LIC. NQ496/B
AqN CYP.Agp�lA7N TO TYRS SLRVEY/S• YJOLATlON and or from data obtained from others. LOT NUMBERS ARE REFERENCED TO •FINA ' ?: / "��
�CTKM"a Ar TiE i�EM YORK STATE fDUC/T/0N LAW. STANDARD SUBDIVISION FOR STERLING HAR
aarT�t'01 dSC11GM 7YOa-SL61YVxSigN 2 ALL CERTfKdflOAlS Therefore their locations and or existence - 45�^9 COMC '.4VEYORS,P.C.
►EirO Wp VAlD fGM TMtS IGP AAO CLMES TrEREDf ONLY' is not guoronleed. PROP CONTOUR L LAND 5 r
imp CariESOCAR Tl1E•IPIPESSED s£Al Ti�E _ 631;765-Sv2F FAX 16311 765-179J
�vr►dr y � AppE,,,RsEp�c ELEVATIONS AND CONTOUR LINES ARE P.O. BOX 909
REFERENCED TO AN ASSUMED DATUM AREA = 41,304 Sq.11. 1230 TRAVELEn STREET
SOUTHOLD, N.Y. 11971 02-I42-2
SCDHS Ref:# RI O-11-0062 SEPTIC SYSTEM
(4 bedrooms) SURVEY OF
SEPTIC SYSTEM MEASUREMENTS 1000 gal. PRECAST SEPTIC TANK PROPERTY
Y
'A` B' _ -� • , _ I-
ST 30.5' 1B f 3- $'0 Leaching Pools 4' Depth bottoms AT
ST 34 45. / to be 3' above ground water.
with 3' sand (SW) collar BAYVIEW
LP#3 8' 54' TOWN OF SOUTHOLD
LP#4 42.5 39.5' SUFFOLK COUNTY, N.Y.
7000 - 88 - 02 - 15.2
?�/0CES s
P ss Scale: 1" 40"
4)ec. 29, 2010 -
`; jT, 1 �. ;,�_ �F F<</,�, NOV. 17, 2011 (CERTIFICATIONS)
�I �/ O �' ` o�'v / G (•4�6 SEPT. 26, 2012 (foundation)
JA� 6 20 i 3... _—_ �. c, ovsr 2012 (final)
oQ </C Dec. 20,
Nund to
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ROOF — BLDG, DEPT.
CERTIFIED TO: ��T �✓ A5 QTOWN OF SOL'TNOLD
RUNOFF /LIq 9p A WRENCE VANDEWA TER FRi �' - ---
HOUSE 2,772 sq.1t. �/I/ 0S' LMARY VANDEIVATER \
27721 x I x 0.17"= 471 cu.ft. R-25•06, FIDELITY NATIONAL TITLE INSURANCE COMPANY
Z
PROVIDE
= 11 VF. B,q;� / `� L�39.32 ' o���
PROVIDE 3 LPs 8'0 k 4' deep or equal •
C\� e.R
I an) familiar with the STANDARDS FOR APPROVAL c,` ��,f�PBy���'Sa� ��
AND CONSTRUCTION OF SUBSURFACE SEWAGE ,r �, `/� v
DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES
and will abide by the conditions set %r/h /herein and on the �r,•.atiV, r -f.
permit /o construct, ' The locations of wells and cesspools �i,
LOT NUMBERS ARE REFERENCED TO "F!N L L r�`--' / v -� N.Y.S. LIC. N9.496/8
shown hereon are from field observations ,
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION and or /ram da/a obtained from others.
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, STANDARD SUBDIVISION FOR STERLING HA - !N , ,_
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS Therefore their locations and or existence a 40, � NlC RbCYORS, P.C.
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF-ONLY is not guorbnleed. = PROP CONTOUR UN.E 1) 765-5020 FAX (631) 765-1797
IF SAID MAP OR COPIES BEAR THE PAPRESSED SEAL OF THE = MONUMENT .0. BOX 909
SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS AND CONTOUR LINES ARE 1230 TRAVELER STREET REFERENCED TO AN ASSUMED DATUM AREA = 41,304 Sq.fi. SOUTHOLD, N.Y. 1197i 02-1 42-2
�l ,
REScheck Software Version 4.4.2 MAR 16 2012
Not Compliance Certificate
BLDG. DEPT.
TOWN OF SDUTHOLD
Project Title: Sterling Harbor Inc
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Suffolk County,New York
Construction Type: Single Family
Glazing Area Percentage: 1%
Heating Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
250 Sterling Woods Lan Joseph Read John Folkine
Southold,NY 11971 Sterling Harbor Inc. Consulting Engineer
P.O.Box 37 Box 1064
Southold,NY 11971 Shelter Island,NY 11965
631-252-8578 631-749-5089
sireads@aol.com
compliance:
Compliance:45.9%Better Than Code Maximum UA:4268 Your UA:2307
e%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
i
Gross •
Assemblyor or D••
Perimeter U-Factor
Ceiling 1:Flat Ceiling or Scissor Truss 2100 30.0 0.0 74
Wall 1:Wood Frame,16"o.c. 3372 19.0 0.0 2009
Window 1:Vinyl Frame:Double Pane with Low-E 1130 0.320 58
Door 1:Solid 58 0.320 19
Basement Wall 1:Solid Concrete or Masonry 980 19.0 0.0 77
Wall height:7.5'
Depth below grade:6.0'
Insulation depth:4.0'
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2125 30.0 0.0 70
Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.2 and to comply with mandatory requirements listed in the REScheck Inspection
Checklist.
*750 4'tj G Ls w P C— S
Name-Title Signat a V Date
rS's OF N'ej
F. v�
e �'
t , EL
yo
60214 (9
Project Title:Sterling Harbor Inc Report date:03/08/12
Data filename:C:\Users\Owner\Documents\REScheck\lot 2 nys code.rck Page 1 of 1
REScheck Software Version 4.4.2
Compliance Certificate
C E
Project Title: Sterling Harbor Inc F
s
Energy Code: 2010 New York Energy Conservation }BAR �''3r 2012
Construction Code
Location: Suffolk County,New York
Construction Type: Single Family f ---"
Glazing Area Percentage: 6%, C BLDG.DEPT.
Heating Degree Days: 5750 TOWN OF SOUTHOLD
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
250 Sterling Woods Lan Joseph Read John Barylski
Southold,NY 11971 Sterling Harbor Inc. Consulting Engineer
P.O.Box 37 2320 Montauk Hwy
Southold,NY 11971 Bridgehampton,NY 11932
631-252-8578 631-537-7944
sireads@aol.com
Compliance: trade-off
Compliance:16.6%Better Than Code Maximum UA.668 Your UA:557
The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
AssemblyGross Cavity Cont. Glazing ILIA
or or fa••
Perimeter U-Factor
Ceiling 1:Flat Ceiling or Scissor Truss 2100 30.0 0.0 74
Wall 1:Wood Frame,16"o.c. 3720 19.0 0.0 202
Window 1:Vinyl Frame:Double Pane with Low-E 240 0.320 77
Door 1:Solid 116 0.320 37
Basement Wall 1:Solid Concrete or Masonry 980 10.0 0.0 97
Wall height:7.5'
Depth below grade:6.0'
Insulation depth:4.0'
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2125 30.0 0.0 70
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.2 and to comp th he mandatory requirements listed in the REScheck Inspection
Checklist.
����-► �S ►2 Qt�l-S 3-22 -1'L
Name-Title re Date
1 OF NEB }O
4► i4 F. Bq y ��
A `V
Project Title:Sterling Harbor Inc Report date:03/21/12
Data filename:C:\Users\Owner\Documents\REScheck\lot 2 nys code.rck Page 1 of 1
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joists,16 o.c. secured to column w/Acme a:94.
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bolts 16"o.c. z m v
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ALL CONSTRUCTION SHALL MEET THE
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PURSUANT T2 CHAPTER 236
1 111.1 lit 14'-7" 81 IT + J_
GRADE OF THE TOWN CODE.
2"X9'TREATED SILL PLATE
SILL SEAL
1/2"ANCHOR BOLTS 41 O,C,
�At t'E
V4 I FT
1 V 1 N C,
8" POURED CONCRETE Ar-_E-A
MVERTICAL REINF (IF REQUIRED) u
DAMP PROOFING (TO GRADE)
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4" CONCRETE FLOOR 8"X 16" CONT, CONCRETE FOOTING Ij
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12" GRAVEL FILL MAR 16 2012
VAPOR BARRIER
4" GRAVEL BASE " o f NEEIV
0 ROG.DEPT.
BAR TOWN OF SOUTHOLD
FOUNDATION - POURED CONCRETE 8" X 8f
FIT 08 08 00
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WINDOW SCHEDULE
NUMBER 2TY FLOOR SiZE DIMENSIONS WIDTH HEIGHT R/O DESCRIPTION HEADER CODE MANUFACTURER COMMENTS 2
WO I 3 1 1416 1 6"X 18" 16" 181, 17X 19 1/2 FIXED GLASS 2X4X20 2
W02 2 1 1468 1 6"X80" 16" 80" 17XB 1 1/2 FIXED GLASS 2X4X20 2 4
W03 2 1 2216 26"X 18" 26" 181, 27X 19 1/2 AWNING 2X6X30 2
W04 1 1 2649 30"X56 7/8" 30" 56 7/8" 31 X58 3/8 DOUBLE HUNG 2X6X34 2
W05 1 1 2616 29 5/8"X 18" 29 5/8" 18" 30 5/8X 19 1/2 FiXED GLASS 2X6X33 5/8(2) vj
W06 1 1 2640 29 5/8"X48" 29 5/8" 48" 30 5/8X49 1/2 DOUBLE HUNG 2X6X33 5/8 2
W07 2 1 2649 29 5/8"X56 7/8" 29 5/8" 56 7/8" 30 5/8X58 3/8 DOUBLE HUNG 2XOX33 5/8 2
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DO 1 1 1 1268 80" 15X81 1/2 HINGED-DEFAULT 2X4X 18(2) 1 3/8 HINGE: HIDDEN(2) HANDLE:LEVER HANDLE: LEVER LOCK: NONE LOCK: NONE
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D05 1 ] 21068 80" 34 ]5/16X81 1/2 EXT.CRAFTSMAN ENTRY DOOR 36W80H -WOODGRAiN CHERRYI-LIGHT-R 2X6X38(2) 1 3/4 HINGE:HIDDEN(3) HANDLE:KNOB HANIDLE: LEVER LOCK: NONE LOCK: NONE
D06 1 1 2268 80" 27XB I 1/2 HINGED-DEFAULT 2X6X30 2 1 3/8 HINGE:HIDDEN 2) HANDLE:LEVER HANDLE: LEVER LOCK: NONE LOCK: NONE
D07 1 1 2468 80" 29X81 1/2 EXT.CRAFTSMAN ENTRY DOOR 36W80H -WOODGRAIN CHERRYI-LIGHT-R 2X6X32 2 1 3/4 HINGE:HIDDEN(3) HANDLE:KNOB HANDLE: LEVER LOCK:NONE LOCK: NONE
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'';:° '`t�`f ;r '/,"OSB OR CDX . •
' j' 2x8 AT 16"ON CENTER W/5'/:"BATT INSULATION'OR
Sheu,vdrl shearwatli'lanOfftn 4' 3.1.33e 1.2 I 29 5 G 8 _ 554 727 919 1129 :Connector £all.entiltr TntoSPF16095 + •''�t''
T�,,, ".,,� 2X4 AT 16"ON CENTER Wf3%'BATT INSULATION
I ' > - { Shea"ral)Sa ni At ecittWo x1 I . 3G . ' _ : »
; j',a err,,,t',
,,, '/:"GYP.BD. ' i ! 32 5 7 633 '83! 1050 1291 , Top Stud almaoasd OallomSlud ( 1
'.a,`,"' ;'c'i' I -- r ca r 3+,:u 3.1, S•Bd 34` 60E 0:1:.•'t
ri,V,. - i r 1. 33c L3 I C521' 6At1 j i ''.'»«'`r- f
r a.a a i G $ 71Z 935 1182 1452 j £520 4 ed 4•Bd 30' 459 ,_ t.' {,� }
t a;':;1; I i hoar•s MI MS I 4:12 2 2 _ _10.8d' 42, i3Or5. .,f' 0 4;... p R'--
x 12 3 3 I89 247 312 382 C52D 108d r .f a "''' 1A-
i w + r an (orimn 1 • ' '' i a•Bd • ' H eQ'�
1 "'t. ( f D a Iut t 7C' 3.1.3.41 _ J ,
x,m`pfr''IA ' `/ Lumber t!ern ron 3 4 2S2 330 416 510 t CS18 �,
x '�v 11, e i Rane s 16 3 4, s 5 315. 330 540 510 -- 0:86 42 1,fl8D t'•' IQt
,A,R ., y`1 - i ' i f I 2A 3 4 t S 6 378 494 623 765 I' C520' 710dxttf 710dx134 20• 844 -,:. eo ire•'
,� �;'g -.y,r I RomerSpaebg .24-'• 3.1at1 , 28 C518 0 91odx114 9.tOditt4 24' 1,OB0. _ - ,.0.%.•t ° ',
1 #,�; f;!,'-"l'is{ ( 1 / i t 4 5 6 . 7 44) 577 727 692 y• ,'t
,. j v 32 4 6':, 7 8 SOe 639 931 1020• , MTS16 7.10dxfYi 7.10ds1K -- - B60' �t;; f
zk,,,:r• s'} i+ OvednnaLtnttb Les,ero12'roranrr 3.LtAe. ,a,If { _ '- :'Ji, / fLf t
!' 1.,t,`: '';'s f ,v I 36 5 f B • Sb6 742 935 1147 J t /�
j ,u, tenen,no , I 1.loadstsvrbeenlnttassdupto6ohtorvh,dkadinp,noiudhtrinueaseatlawed., `/ t
a� "°F •(" .,. 1 " t . 2 Straps maybe Gnilnea war OSelp'•rood shtathlnO(+h'rro>4 whh no load tedus0on,use *�
`''w' FINISHED FLOOR - 1 b
1 . or,. : 5:12 ' • 12 1 2' 2 3 1Z7 !68 • 214 2b4 ' .' tad somman nags to phu of 10d ttlI rags st>�ned n llieta'a trhtn ruN antigh shuNrip. - 'H2.bA It)staliallon .
4'.z: `.aye=< '4'fi '/"CDX SUBFLOOR GLUED AND SCREYJEO 0 JOIST Rnofsble F)tt.172:1t 3.),3Ad f • ,
` ' ,�.,, . . . s �! i 16 2 2 3 3 170 221 285 351 1 2.Jhinlmum cut tienpth In inches.5 t(2'A)x(f of nalls lMo Esth 15101 a(WIT Span). ,. ,
i 9
AIRSPACE•• ., y�,, t t • 20 2 3 3 4 212 281 3S6 439 ,
y.a.p.Jlf '...w:.' , .Hoof Itonf btophrernt ArpM Rltk 4:1 .SJ.3Ae hG ! '
& "1 BATT INSULATION WNAPOR BARRIFrt TO i�EATED - - 1 13hplimVix • , . . ;.• 2 3 4 s 254 337 427 527 . .
"fix " !k ! } 28 3 4 ' 4 5 297 393 499 613 s IVFCld REFERENCF:Tdb1eS?.2A,3.3
+' 1�,x.• SIDE. , . _ 32 3 4 5 6 339 •449 570 '•7D3 -
,9„,,ta,,?$;` - �Lxa dod:MaxlmumUB o anir iP r Y t p.";osnorlr.,r. l 36. 3 4 6 7 382 505 641 791 i ;+. t ' . s',
- - p f r 0verw onin on1 ltoofµ'Sibnd,rt, I 1 I 1 a pfl 1 t\ `J
=:':; ,°. {w`f'ti I .. . . . - ' I 6:12 ' J2 .1 2 2 2 116 `132• 192 236 1 1 1 I 1 1 t 1 I h,', •• a` I,
.1. sy" `�:;,. i . )6. 2 2 .3 3' 154 203 256 315 a",s .
3'*;r V,`` .i _ :___ 20 Slud Bpaelnp Aaa2Span 90 fdPtt 108 MPH rl .:`.. i o
3; 4"E'er' I t -_--...- , -__..-_....._---- 2 .
• 2 3 4 193 233 321 394 a11' t' N ; k
;k.,A � 1 l� 01,s z4 Z 3 4 4 23l 304 385 473 24 113 2a3 I p 'sty '' �.1=.+
..,:. TABLE 3 ")
/ �- 36 214 'in .j �w�i F
28 3 3 4 S 210 355 M9 532 i2'O.C. cL;• ,,,,� ' '"
{ 1 MINIMUM UNIFOF]MLY DISTRIt3UTED LIVE LO)AbS ! 32 3 4 s 5 308 405 513 631 48 315 160
`.`; `l ( p per s once foot i 36 .3 4 5 G 347 45U $7? i
_ : a' 'J'BOLT LOCATED PER TABLE 9 3 2A t ' . In ounds q ) 709 64 415' 619 ' '(
s .a ::.+�" 2X6TREATEDSILL USE uVEtOlAO i 7:12:1212 S7 I 24 - 151 27t tp"t
q1 i f 2 1 ) 1 1 24 34 AS
V "a,4,,, I " •SILL SEAL UNDER TERMITE SHIE.D r t d sl !1 ' I t6 1 1 t 1 31 as 60 77 36 205 456 -F."b
z''" fNAL Aufcs with limi a ora ec' ( Lowt a' `'',1
?�b 1 qr 20 �1'i t•'• 96 _ ..16 O,C.. I . . _
" : F GRADE. II T' 20 1 1 ) t 39 SG TS .
� 11 j •` s ; lit '+k i 5-� BP 1 47 GS 90 11S" 48 420 64fl tew".d,d
5;'.4: F >&,r',,z � a�"��w�rsr. step •I F Attics without story eb -f+ +:6:y�vt 24 1 1 1 ,tLca /�
•!,r'. , h°.y.< I I •'.^^ - IO ti a�i ^,'+s L (LBP 28 1 1 1 2 SS 79 105 •134 - �••t,
"ia p ,• c 1;;, �:�;' s1r111ar 32 ) 1 1 2 63 90 120 153 (iD 553 825 'm ° .
t :+ P J t.-,r I t i{$ 40 A'''r=., J.C.:I 3G , ,
t Dec tr .� )
r'"', 1 I �� u 'Y) aF3oopto-plaorTia
' fyplsal Cs frrttatlallon as /'`"y
` t, 4r,i .I 1 2 2 71 101 135 1?2 WFC1d REFERENCE•Tables 1.2A,3.3 R,
. ;a'i mz%, t'3
$xterior balconies GO r�?•,;,.rr;s ,.
- ' 4"P.C.SLAB. I , r t:., ,---�I �'
z .` Tabulatedconnectionngvirenienttareb3stdontotalup)inminus2/3ofthait.finemblydesdload(213x10ptf). `.;`` :' 'I: 't, ` �'{f, i ""�'VrII .,,
4. 5. " C - Sc CS 1'r m n Its uiredin Rouachedinaccord , ; .�" "'' FirCe a W' s\\9uuthetsbuhtulnu bvof a anteu.1 . 1`r
'i' t;;.i i,,' 2 P.C:StABATCRAWt P,;CE . i i ' _ _ 40 Tab1e3J thedd egrat=nda hrndoflltaraplsequaltolandthefousitMp _ 1 i :;1 I r`
g 1 dditionalnoRbigisnotRequired. j Rey' _
}•;,• , }tr`.; 8"P.C:FOUNDATION W"�L ! f(f: '---:-____� Guardrails and handrailsd `/;;:: s p, rcq i CS '
,. 200 Y WienaeollartieisUsedInlicuofadd estra die number of10darmmonna!)x aired Ineadiendoflbemllardeneednot a' '""
l._s,•.d'4. ,fit wr'4 '- .i/.,
::'�.-a"•`. :?£; WIGAMPROOFINGONEXTERIOR. ! I fa exceeddictabulatednumberoredPoll,inasteelstra . : Sludspaclnp Roof Spin so MPH 104MPH Pd7Si5
k'L a `�` `L. - r -.',. - Guardrails in-fill r `,',;t,'''- .BP 'Tabulaiedconmerslon u)rernemsareba 2"rid lira s adn fordiO'trart esun adn s,muht 1 tlrelabulated !;
4jra:ytiiq t• ( r•. ;e. ,-. Coll1 onentS 5p i .,':• rat sedans ge p P S £ p 9 p Y !. 24 179 264
1",,g.14 ;. 1� I .1 .~� r ...~ - . • , • I , • , valuetbythaapproptiotaInu111p)terlidoty,Iflherumberofnaltcineadsendofachiid8eilrapexrrsds8,Sptdatmntied!on 36 . 980 408 ,L� °I
i y,,. -`x,r... - 'I 1 �:. •• -•r.• . - • ' - 1JaSSCn ervehicle gars esn SOa I - ItardwanisrMuired, 12O,C. •1
,..,'�;°,i` N,; CLEAN SAND BACKFILL . ' . . ,I Tobut.ledlrngthrcgv!rtmentaasameameanroofheighfof33feq.FonnainroorbdphlsorlSfeaorle+,ehetabuAiadvafues . . 48 361 $4ti :�;.
_,.-;4 e.l,., �, I I --�1= Roonlsother(hanslee In r001115 40 71r- d)allbeptmilnWlobemullipliedbyO.AO.• _.•-.- -•• .. .. 60 481 'S45 r,l.' : • .
.---
:. .N
e•F.; Slee i I MINip!UM 24. _239 359 . • a• ,; ". -
'a„-1ih::' , 3' _ _ .. -. .. .. .. .. ; 6" 8" C OO JNG WIKEY •' r,*. /. ', .. - . 1 Toollls 30 I IBM3EDMENT Z i .- _�. .. .
,t,r ,r, g*fig 1 X P. F T ,, f I I R(testnp S}ia8ng(hi.) 12 16: 19.2 24 4S 72 • ifi'O.C. -30 '373~ ~fi49~ t ,J "v
* r.x r I . ON VIRGIN SOIL&MIN 3'0"BELOW GRACE .;. Stairs t t .�-_ '-•�,,, • 40 - 508 ,• °°°��� -"'
,i;,; } ` : ;:'I COMPLIES WITH TABLE R403.1 R FIG.R403.1(1)' p 1. 1.33 .
1,,�.y.:�,^;-, ! ForSI: i patitid'cr's once foot 0.04 k ' z 2 . . i° ° Muni tier 00 1.G0 2.OD 4.OU G.00 BD ". G41' - 813 at,_
P y 79 Tthn,1 syilare inch=645 nun, r' 2
:;°t =: ,. ! 1ca1 BP 1.Tabu!HedupgRbasedonl5astroatltt>QnaisttmhfYdrsdloadand10Dp5vnAassemD!detdloJd(U•fctJlspn/I-71lD.t)
„�;, : i..` • ) pound=4.45 N. ) TYP . . • . Y tTP4
.' `'� �.Z,•�-, ' ' ' installed ' e , 2.lsbuhledupkhhssedonMRHof33fill.lotMAHof15ledorless,thelahuhteduplfnuilbernfliptedbyAM
' 5 • !�•.• . a. > lcvated);arn>,elloorssltnllhcca abicofsuYYorlin '.2
= af' , ' ° °I.. 3.7sbuhted upblt brsed on s msx4mum e'lII hJlptd o!101eet and a maxtrntim roof cJathanp o121tet -
:,i; j U j dl d R, ,,;., ., ,,� CONFIRM D33AlNAGE OF SOIL;IF INADE4Ur„•_, g I ,0 U-xOtm oa u _ ,___
Rje: .sib., k`t`.. . . P 1 P- lvfth a Mt,dsill • . . , _ .
,:�,:,:;y",,.; ";;, 'INSTALL CONTINUOUS FOOTING DJ',AIN",LE TO plied over a 20-square-inch str•.a.
& ,:,$, 1!f z, Anchor Boll 1 , .
I b.,A lies to a10C sphceS meeting tl:• requirements in Section IJtR02,4.1 for . :'1 tii;•y. t :: .,;._. ' ''1, '" STORM DRAIN. PP'
z . . convention„c + :i; , 7 :�..itr.i--.
a i . r ►.• ,- ,.: it t'is Y,,.....
r 1,I11 jO3SISatld$CChf. R802.10,7fortrilsscs. ltti , ' + •t�.�w'b:rr6wc,.,c.•r:1.?:-sltr,dnagx:�tr.:ltJnf.' Ali, ,�i-'r i' ',_'•'e
Q,;'n,e%�F.,? ^.k;`P - SIO , A C$Wllhoill - . , , . , . Ctr, t. ..._. .J.'.. - „ 'r ::iti o)--. :�TJ.: -,-.`lI L:rall.
•.
,,•, raga are thosewhcrethenlaicimuIli canc�ightbetwcenjelstlaidrafteris �..s\•.a ,
;....;�,iY, ,. i. �, .M
i" ' ->�_-, . . . less thall 42 inches,orwherc there urc 1 1t two or mare ud'accnll Irosses With - -
__
_ tbcsumewcbco fi u ��''++,,
n ratfoncamblcafr. <)
r, g ! ••rtIMAbl o rcctan tc4V inches u I •• .
.._.... S S 1 ► g„
a.:r'.`.iye. °F r:'.+.# -.. ... . .._. , . ,. .. . . .. .. g
". - g e plane or fits truss,For attics
t,,.. ', .. .,,. by 2 feet wide,or realer located Wflh.•th
i } ,I t'Y Without storage I I Table'3.7 Rafter/Ceilin Joist Heel Joint Connection Requirements€ar
,this live load)iced not be assumed to act concuurrentty with. g q
' • , Y g rcquircnlcnls. 20 Sf Roof live toad
:; ,t" ti3 Faun .�s live load ` - ,
,,: , Table 3.2A Sill or Bottom Pla P datio ! -- an other p
n A chor.Bo t Connections ( ';
I -,;< `, ti.'; Re;SYsti'' ' Lateral S Tables 2 Sii! or Bot
C, :4"..s'~g-4 g hear Loads. . . . . i . . tom Plate to,F(. •.lndatiorn Connection Requirements Table 3x36 Uplift Strap Connectiot Requirements '
(Roof-to-Wall,Wall-to-Wall,and Wall-to-Foundation) ;;
"F': ° { 's4 (Prescriga#ive Aite to Table 3.2 . ` .
° `�r ;� i i . (!Prescriptive Alternative to Table 3.3) Rnorspa,(n.) Rtxlrspm(A.) i '
a . ,ix.,
,4j1''i-;3 ;. 7 ; . . i - , I2 20 28 • 16 12 20 '26 36 . .
.a,, I I
; ..y::=., _: , :•$ i I ! Roger Miller ItegitlrcdNumberaF tfxl RcqulrtdC.I ulrilyof ttetl tolnt:
1 <.'*. y`"`+` "' :; FaStteltMilcWiud Speed(nlph) s'Ant 5padn; Ctmman NtilspaHec(]oinl Comadlon(lbsy" .
',?. "k ' y%y .1 . `1 112" CHOR BO[:'S' 5/8"'ANCHOR BOLTS i 1 FasteiiMilaWinds•ea(mpb)1 (in.) spHa'.ia.ss ,
'F A^ Y • }
i :;';:i`'0.t, ' I _ 9(t 1CI0 110 ]20 I , .
',:I,• .,, .. •, Flat t Milc Wind Speed -.�Fastest•Mile Wind Spredl 3rb 100 110 1zfl
12 4 6 8 , It 320 576 823 I067 y�
4 ( , 3:12 1G S 8 . II t4 426 7a6 1095 1419 a ,per••--
j'2 "',`a Ti (mph) (mph) l•;:'. FramingSpaeing itoorspan Nomberof8dCommonNailsinEtch 24 7 11 G 21 G40 1t32 la4G 2134 ;
y.,- Connection: ' -l'' 2 (in.
117bCr Roof Span` U L S U L U L S' ) (n,)' Lndor.l•1r4`x 20gageStrap" 11 1z 3 s 6 & za0 432 (4 Soo
:.:.:.'.:: S U L S
90 )00 I t0 J20 90• 1001 1 l0 120 r 12 2 1'z 3 3 4:12 1G 4 G 8 11 319 S75 821 10G4
`", A` ,,r,, r tOr1C5: 2a S 9 12, 16 480 864 !234' 1600
I >j'a I3 :``l'a t i t Required Capacity of Connection(Jbs/ft)ts: : Ia 2 ~ 2. 3 4
20 2 3 3 4 12 .3 4 5 7 192 345 494' 640 .,„... ,,
i =t: ' 1, ,V,, :f ; 12 z4 2 3 1 5 5:11 16 3 S 7 9' 755 460 657 851
. ;�;:;':1°s;€" Anchor IIolt ; Foilndation 13rncing Wall Perimeter' Maximum AnchorBOlt ;MaximumAnchorBoil I
x`,•w; . :: I Connection' Su ortinQ Ednc Nail S aciri 1 SBl Pate to }r
28 3 3 4 S i yt 4 7 ID 13 384 692 988 1280[
`,; r"'y� ( P P g(' ) . Spacing'(in.)' S nt l2 a, a: r•i P n.
pl tng(in.) 50 402 92 402 J39 402 190 402 'j 32 3 a s 6 _
]G 77 129 186 250 ! 3a 3 4 s' T 12 3 3 4 5 137 T47 3S3 457 "� .'. 4 °,.; ` -' - Foundation .
., :V" c , r. 20' l03 7,1z
`+,'¢q 31IlntetoFo,lndatiorr 11StOr n 165 . 234 310 16 3 4 S 6 182 328 470, 608 °""
y All 46 72 12 - 2 3 3 4 24 3 S 7 9 274 494 706 914' $•L
(Craltl S ace or' "��� �" )+`,
,•1=�`�"a ''r' Craiv)5 ace orBasement 2 Stories- 36 P 24 130 202 282 370 g• o
t�' ,6 '� p ) Basement) • : 28 }5,r 16 2 3 12. 3 3 S 4 107 192 274 356 • ' : I
1..,.; 3 Stories 239 330 430 20 3 4 4 s
";max',y_' r
f5 23 16 . 24 3 4 5 G 9:12 16 3 3 4 5 142 255 364 473
r a f,.S . I - I Nou gG 32 I i S4 27G 378 490 28 a 6 7 24 3 4 b 7 zta 384 sea• 712 Ti--!-
., i 3G 211 313 426 550 32 .4 s 6 s'
T"\
-t,C,r' "r•,,• t ,s r ! 12 3 3 3 3 SO 144 206 267'
�A!"3 44y, �� Wa1BottomPlatetoFoun.•:,.s i1-3Stories 3 • 19 28 36 4' S' 7 ' 12:12 36 3 3 3 a 06 192 274. . 355
",,,11, w (Stec On-gfade) - I S,• 24 3, 3 4 t5 160 298 41z 534•.
,,; fry.. - . . ! r ,�, t 20 58 68I 128 681 206 " 681 291 681 ! 16 3 4 4 ' s ! " Ne16n utremunisshallbt rmidedloberedaced25%lfnallsrueclinchtd, • '` �^•� `�0 X
,i,.s,,..tt,, 6 . 57 . ) = 89 170 ..GO 358 I Bpi 1x °� �..) i
" `''?,,` '" i Ii 21i 21l 314 426 24 4 s 6 '• 7 lreeljointeonneatonstienotrequiredwhentheAdstIsSupportedbyolandbtarirtgwdl,heederorddgebeam. • "~^
srs't "'' - ` 19.2 s pro y pwllnstoabndbwdngwal;thelabulMedtrtljoinl '
]19. \Vhenintermedinretupportofthernhtris videdb Vertical struts or
i
`�Uk1. " Anchors -" t 32 II 149 253 368 493 za ..4 S ' 7 8 connection requirements shall be permitted lobe reduced proportionallytolhoseductionInspan.. '
;t;, =,� gerequiredtc._,L:iat rya.oadsshallbedetetmiitedinlhcfoundationdesignperSection1.1.4. 3G PquivalenlnallogpaitunsarerequlredforezltingjolsttoallingjostlapspHrrs. • '
:;'. Anchor boltspacirigsbas:donmaximurhshearcapacityofunblockedroofani7orfioordia bra ms 279 179 •294 ;422 561 , . .. ►°,l
5 P g ( P>� t , . _ 36 S G 6 I Tabulatedhtel ointcorrection uimmentsassumeeei8n ist%orraltort,esinlociledatthebottomofrheaeda am
fI° ":; ji � Arcllorb�:.3+actngsbaseda �l7;aximums4earcapacityofbracing�va)lperimeteredgenailspacingof3"o.c.(731p1t)builticereardantexith t - WhencellingjoistsorraRatiesmeloatedhiherlatheoutepxe,thetabalatedbeeljolntconnectioa i €
I ;ka�,:;r•%, f Section3.4. •. . . - I 28 5. 9G0 183 At 950 297� • ''a 96t1 422 * 460 . is 3 '.q s . l y s
g rcqulremeritsdtaflbe
e,...d,•ro Increased b thefollowin fatxoss: .
- 3': 32 114 230 57 497 23 4 S 6' B t CeilingHelght/RootItidgeHeight. lfeelYrilCormwionAdjustment
Y y. ` s Anchor a)t spacings based on m zltimum shear uapal ity of blacfng w211 perirnet-tr e:tge nafl.:�acing of 6"o.c,(421 plf)built in ar r,dancewith -
�C aK - Sectian3. .1. I I .t ( 36 148 • ' 27G I
45 � � 572 ! J . • 24 - - -
24 4 b 7 Frdors.
#4 3.^ 5. ?
t' 2a S G 8 �:
SIG 5.00
,�� � - r• - i Wall Bottom Plate 12 5U 143 42]s 1 s 139 213 421' I90 254 421' ' , . 1 36 G' s Ors 5.60 . . \
9l 1716 42 3A 4.00
A"'.' to Foundation 16 77 129 1 BG 1 2$0 1 /+ Tabulated up1A)equiranents Itsiume a roofhxllfng d11d lord of 10 ps!(213x)S 2t3 3.OD
,,,r,,-s, ;! ......,..� -...• I /� s u a .
' �; Table'3.29 . 'Sill or Bottom Plate to Foundation Anchor Bolt.Coniiect"2ons D. 20 163 165 234 310 9 n• teitingasstmtilyisnotpresentoriflheRxllfngrusemblyisnottonneeledta lrz. 2.00. : ;
r.fig, - . I , the roof asstnibly,thetabulalcd n unber ofnallsshell be(neared by 1 na11 at ads end I13. LSO ,
",,,;� (Slab-on-Grade) 24' 130 ( ll 202. I 282 370 oftheslrap; Foreach5 rfincreaselnEta:etJurlroo.fedlin deadloid,thetabulated 114 1,33
! p S e .Resisting llpli�t . .' . ' 1/5 t.2s
,,, x § ., 28 ]57 number of halls shall be permitted lobe rtdueed by I neil. •
,'1,' tf E 32 184 23; 330. 430 1 I/G 1.20 ,
(Proscripitive Alterndtive to Table 3x2) Foi-Wall•to•walland,van•to•roundillonconnections,thetebulatednumberofnails ,.SurA v i UGIfR'q� 2;6 378 490 shall be.permitted lobe reduced byInailatearhendofthestrapforeachfullwall t 1/1D ' 1.11, r
i $:,a s .. �' - J 3G 211 313 42G 550 abm'e. . . . • .. .. , . . ,
r;,_�a , ' F i , \ '
t.-,"Ri' ! 24 $8 143 1ZII ,' 128 1 G •'?1' 206 21° '421' 29I 254 4213 '
' '` `` 2 28 1 I ass. Ta Ie 3.3A RIFier%Ceiling Jt�ist to Top;Plate'Lateraf'and Shear Connection i ,+, ft -��
k�' .A^ 8'End Zones IntcriorZones O 89 t 1 120 260 2G: 'Requirements
'.';;' . 16 149 2s3 ! '6 ! 360. . 49-t (Prescriptive Alternative to Table 3.3) ' . . • . •
�'; Fastest-Mile Wind Seed
,1'%'... ,I Sp Fastest Mile WindSps:d 179 I 294 r • I�' i22 t 56'
I .;,xt ,.. „ (mph) (mph) i --- - i
83 143 421' i 183 I7Cn 421 297 ;13 421' 4;3 2 4' 421 s FJlttest Mi1c.Wind Speed(mph) wC= [ 90 '100 Il0 120 9n !00 Ilij i20 r 3 I14 ! I 23J, ( I 3.e., I I �,_17
l ,4',- ,; 'G 148 I 2" i- 0l7 1 1 =�'2 . 1 I i 90 • 100 110' 120
'' ConneclOru li'•load. Rafter/ 1Vat11te)ght MumbcrofBdCommonNa)Is
`"''. AnctiorBolf I FoundattonSuppor'.t7g: M ximum.AnchorBolt MaximumAuchorBolt L - P Ceilingloist (ft.) (Toenailed)RequiredinEachRafter
=' Connection - - , ' = 'Connector lateral load pe'Y ic: :ar r 1 '
F` t. •S acin In. S acing(in.) (, 4 \ all}. ,tdI c Il:c ,!
1 ;,-+ i _ .i P- acing In.) P S Connector Shcar!ocd(p i,n'.;•: to they+c:))• Spacing and/orCciling Joist .
;r�. ,_t , ;• (in.) 1oTopPlatt ConRectionl.rl , ,
.,,''.�, k . Sill Pkte to Foundation . ' f "` Anchoinge)"uir-d to resist lateral loads shall bet,. ;r:r-';le it j ,
*; a 1-3 Stories 1 72 72' 72." 72 72 72' 72 72 d i, the foundation d.aij;n), Sec.::l 1.1.4. i `
t 12 8-I0 3 3 3 3 i
k` Tabulated uplift requiremel;ts ar ui»e a rt ...^ili)l-dam'IcIad^f 10 trc,'2/3 x 15 p f} i ' l0d box nails shall be crsnttted to be substituted for8d comma na' '
�,;- ` fi ( raw] apace or Basement) 1 r• s , - ,P n Its, `
TC50atcd u 11ift gild lateen', :nnnection lrqui)111' r L•cj clm itled to be it 10 Ili:: by 3..1 a:d 0.85,l,5 lively,for 1r.ul fig not localcd ' When eellin olsts arc installed a e l
`. 4, .0. ' 11 1 "1 ° tG 8 3 '3,' 3 3 8j p call [torafters,the'sumofiheioenalsintherafterand
E„ - _ I •
_ \vithin8feetofbuildingco171crs. '' 10 3 3', a - 4 ceflingjolstshal)etl,talorexaeedthetabulatrdnumburofnailsr utred.
�; } -�
I <4.. '` t ' Tabulatedshr<1rCalacit '1C uirenlentsas r " s s w r r • ; .!,,t; 'r t' , r 1 1
�1.,,.�:, VJaII Bottom Plate to riundatiolt ' 1-3 Stogies l ) 9 stime a Real:hear capacity of421 .,f(ta a11: ,,Ih�IJ... �...17/i b stllletural sail ing attached N 1. ,To avoldsplitting,no more than 2 toenails shall be tnstalledin each side ofa rafter or ! _ . .
40 ' 33 - 28 : •5 _1 42 36 32 ilssroced6' a! erinlcicred c rind 12 ati1:::rr.,.i a:sur3oiis'. Forotl: r e-^• ° - e c ui cd Ica opacil yoftliccan:-ctian ' . ceilin olstwhenfasten d w::, i (slab-on-grad:,- ; , . :f P Pc• :. , units' Ir Ji.t-,!!1 rq I s1 r , ) I 24 S 3 ; 3 4 5' !;I a toa2x4'topplattor3toenai1s31ieachsidewhenfasttbnedtoa. .
1,, ', �1 :- 11 _ :'ha1J be in:I'Casedl. ' 10, , �. 3 .d 5 5 2x6 top plate. . ,
"' �. I COMPLIANCE 1 J124'-+ v®®E . , , . ,
''
�B� I G : •.C.M.-WOOD FRAME 'CONSTRUC-i'ION MANUA:. Obi' EDITION. USING -
r!'� $f F i
-
S
2 ,
;:�A =egg PRESCRIPTI1i : DESiGNI MIrTHOD.. %z' .'#�IAMETF_R Ir�tr gOLT. rER ABLE 3:2A ;x 3.2B ''Or . _____._ ___.____
r.' ' P.
izx,.� { .:
i ` ; ' 'CENTER SPACII: 7 INTO:FOUNDATIOI`±.I!'rITH 4 .'4' % B.p. PLAT. OVER SILL PLATE. ,!.;;,•���''ii1.r`5;:: ),a�1.r;. 1.,.... ' ' ' ... ` . • f " - �.
s . ::' USE 1 W -X 2J G�"GE STR'A 5 @ i=ACH �JO N-r' -S LATE-TO Ft4ST to I "v :� itul,';�l, o,{''" .'`' f. � . "
' E" sT i ILL P F�vOR : BALL . . 1 "7.�t ;,t,:',,:,I, •,.+ •
Kn``�%% I, .STUDS;' 1 •FLOO: D TO 2N° FLG7�c !N e �- «a7� i' ,,►,,,::. : • .
WALL. STU S TUDS .VITA' ._ .TUDS AND 'I OP• t '' ''` ._` n �.'
ALL S h;d`"1 :.,i' _.� : TE't LESS ct
a':`' t, ,... CHAP a 1.0,..HOUSE RA.':10 THAN 4:1 STRUCTURAL SHEATHING "
;ww, t,, I , • PLATE TO ROOF (',AFTERS AND OVER RIDGE AT EACH RAFT_ ER O' 2X4 COLT A^ TiE :'-1 I?'i ``�•''�` = ?»O BE FULL HGT. SECURC: ' ' ` - z
vv t� • +'.'.:.!:,,,;:;� TO'TOPPLATE..
'.t '�'' f UPI E I rr k •Z�l,J'`• -..
R THIRD �F,�TTIC AT '1� ON CENTER. `' '
7 '+':.•_:"' I; ASPHALT SkINGLEG,FCC' LO' - ;NAIIJ'NG SCHEDULE R905.9.v .AIN' 6 F^STENERS PER _( t4-.'I � ' . POOF,P;it'q •550 t o' � �oz� �•
c,
`"
i `''r ap,z.:',l, s t�� r ;.;�.' t :# MAX 42/o GLASS OK a 4 4 pe„
' ;4z,t ;:� SHINGL: BLDG. ELT, I.4b�-• 1, PEi Z905.1- 1 ✓ . , . , . I 'ss►o '
k�" :s �_
r°° x ,. (ICE SH'-,-:LD 11:�,(rii�EDI i= 't? ?v 24" ABOVE .START OF T I � � N21r!�;allakton : i :
.IN ERiOR W/'.,I.." N.Y.::.. BLDG )
'_ Z=,-3 r`i'x 1CODE�TALE R301.2 2 V'J,INDt'L " TC3 IJirET D.P R4TIN� 1� - .. . ' ' . ' . . -
°`'
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.
11
.i�r , .;
q,.n.,'.4ta,+tiF'••}e;y-,', - - ... _ 1 1
;.,,:.,,W. ASPHALT ROOF SWINGLES NOTE 11.; t•�,,
~y^, ;:F- ,! CLIMATIC AND GEOGRAPHIC
' ;` _ CONSTRUCTION NOTIES1. 1. ASPHALT SHINGLES SHALL HAVE SELF - SEAL STRIPS OR INTERLOCKING, AND COMPLY WITH DESIGN CRITERIA " °"
- � .,;t 3 ASTM D 225 QR D 3462
1 �_ r°:kw:� . � r " GROUND SNOW LOAD 45 PSF
I !, 1,.^,;+�;:• 1) ALL FOOTINGS TO REST ON VIRGIN SOIL&BE A MIN.3-0 BED.OW FINISHED GRADE. 1 1 2, EASTERNERS FOR ASPHALT SWINGLES SHALL B GALVANIZED STEEL, STAINLESS, ALUMINUM, OR
$ 2) ALL CONSTRUCTION TO CONFORM TO ALL STATE&TOWN BUILDING CODES INCLUDING 2003
f" �'' ^ COPPER ROOFING NAILS . MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/8 INCH DIAMETER
• ', y,"t CHANGES.J,:",,s :a:.- 1
'w � ` `Il 3) ALL CONCRETE TO BE MIN.3,000 P.S.1.28 DAIY STRENGTH. 2 HEAD, OF A LENGTH TQ PENETRATE THROUGH THE ROOFING MATERIALS AND SHEATHING
` , pI 4} ALL FRAMING LUMBER TO BE DOUG.FIR#2 UNLESS NOTED OTHERWISE. 1 2 WIND SPEED (MPH) 120
"'b.. '' ,'_ ENTER. a' 3. ASHALT SHINGLES SHALL WAVE TWE MINIMUM NUMBER OF FATHERS REQUIRED BY THE
.'t f-�ti;,:_'Al 5) BRIDGING MAX.8'-O"ON C ' . N_ o
:4,;,: ,, ,y 1 1 MANUFACTURER,
";';. ,',.,6,4 • 6) DOUBLE FLOOR JOISTS UNDER PARALLEL PP1RTTfIONS AND BATHROOMS. ' ' ' '
j`a , .I,„ ' " 4. FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NDT SEISMIC DESIGN CATEGORY N/A PER R30L2a2
A;= `Ya - 7j . DOUBLE JACK STUDS UNDER HEADER OF ALiL SPANS OVER 4-0.MIN.HDR SiZE(2)2X10 UNLESS a'
-I',.> ,_-„
��;�V 'Y, NOTED, LESS THAN SIX FASTENERS PER STRIP SHINGLE DR TWO FASTNERS PER INDIVIDUAL SHINGLE,
:-�-,�a`' :,x . 8) ALL FRAMING NAILS TO BE GALVANIZED NEAR SALT WATER EXPOSURE. 4' I
,,V' r. ';`,,: . 9) RELATIONSHIPS OVERRIDE DIMENSIONS DIMENSIONS OVERRIDE SCALING. a' SUBJECT WEATHERING SEVERE - -� ' -
62
�., ..
P; ..;��'�;- ,,g 10) ALL BUILD UP GIRDERS TO BE GLUED&NAILED. ALL LUMBER 70 BE CONTINUOUS LENGTHS. .
s =" »;; . 11) ALL BUiLT UP FLITCH BEAMS TO HAVE W Di&.BOLTS 16"ON CENTER ON'BOTTOM&24"ON CENTER TO
` '°t.l
.b., � .'. .. FROST LINE ' rNi
�, " rt'.-,i ON TOP,ALL TO BE 2-FROM EDGE.MIN.3"X3'"X114"STEEL BEARING PLATE:AT EACH END: .
', ,.r..a
:,�:g.-;� '. ,� DAMAGE 3' - 0'
, : _ ,_': 12) UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 5/8"FIRE PROOF.G.W.B. DEPTH
FROM I
LI'l ,;`," `; N TOCObE. • ' • SIMPLIED WALL AND R❑❑F NAILING SCHEDULE 1• ALL CONSTRUCTION IS TO CONFORM TO N.Y,S, AND LOCAL BUILDING CODES TERMITE MOB-
rr.Y j"z'Y • ;
•,;�:'.", ...4 13) FIREPLACE TO BE SUPPLIED WITH FRESH AiR VENT AND GLASS DOORS PER 20t}3 ENERGY • is
, ,-;1w,- .., CONSERVATION CODESAND FIRE PROOF-HEARTH TO BE iNCTALLED PER CODE. (FRAME FLOOR ' 2. ALL PLUMBING IS TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS TO HEAVY
,�,t;e,,-, ,�„; 3, ELECTRIC IS TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS REQUIREMENTS
t ;t;5'q; ;;y ;, JOISTS PER CODE AT HEARTH WITH REQUIRED SETBACK). FIREPLACE FOOTING TO BE 12"THICK
4 CONCRET IS TO BE 3000 PSI MIN, ON i TON PSF, SAIL BEARING CAPACITY, VERIFY, CONCRETE DECAY SLIGHT ,TD M❑DEBATE .-
i fµ;:rip; ;> x",` AND EXTEND 6"BEYOND FIREPLACE POUR. 1WELDED WIRE MESH 2"FROM BOTTOM TO BE IN.THE SHEATHING NAILING S C H E D U LE FOR GARAGE SLABS AND EXP❑SED STEPS TO BE 3500 PSI,
;'r�;.`�=ul f. FOOTING. 5. DOUBLE FRAME AROUND ALL OPENINGS AND UNDER PARALLEL PARTITIONS AND BATHTUBS .,,� :'
" 14) p DENOTES 4K;4 C.C.A.POST ON 4")XS"X16"CONCRETE BLOCK 3'-0" Z❑N E 1 ZONE 2 Z❑N E 3 6, NOTIFY ARCHITECT OF ALL CWANGES, THE ARCHITECTS SHALL NOT BE RESP❑NSIBLE FOR ANY WINTER DESIGN
.`n '°,mow:_ BELOW GRADE. ALL DECK FRAMIING TO BE.4 C,C.A.PRESSURE TREATED LUMBER. CHANGES WITHOUT THE DRAWINGS, ]it •-
t'r;ry•' `"' 15 0 'DENOTES 3 Ma"DIA.LALLY COLUMN ON 24"X24"X12'THiCK POURED CONCRETE' �� , TEMP
1 �' .�•'':. . ) 7. DO NOT SCALE THE DRAWINGS.
, l ..•y f.<':• FOOTING. LALLY COLUMN TO BE FILLED WITH POURED CONCRETE.
!i
I4 �;y.:,{`f,i"'"4q�,., "1 " " " " i r r 8, SIMPSON OR EQUIVALENT CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRING CONDITIONS. ICE SHIELD
,4µ,.y= .,, 16) DENOTES 8,K16 CONCRETE PIERS ON 16 X24 X'12 POURED CONCRETE. •.`' 4 ❑C 8 ❑C 18 ❑C
,itREQUIRED
��� FOOTING. FIELD DDUG-FIRJOISTS AND BETTER UNDERLAYMENT f/��
`d .}' "`� 17} BASE�+tIENT SLAB TO BE�t"POURED CONCREiTE. j ►`'M1/}
N,i,:`'�,'W g.,;},..� " _ i r HEADERS AND GIRDERS .
! 14_�+ ;'5 �' 18} CRAWL SPACE SLAB TO BE 2 POURED CONCRETE. EDGE 3 ❑C � ❑C 6 ❑C FL❑OD HAZARDS �f�A' DOUG-FIR LARCH NO. 2 AND BETTERIt,:`-: . ' � ;.< 19j GARA3E SLAB TO BE 4"POURED CONCRETE WITH 6"X6'�C6/8 STEEL MESH REINFORCING ON :
g,, �ivr , , " 9, PRE-FABRICATED FIREPLACES AND FLUES TO BE U.L. APPROVED-
! ,?sf, COMPACTED SAND&GR.AVEL. p1TCH SLAB TO DOOR MIN. !. PER 10. 10, INSTALL SM❑KE AND CARE❑N MON❑RIDE DETECTORS IN ACCORDANCE WITW ALL MUNICIPAL
j ` k'. ';£ Win' 2(�/ FURNACE AREA TO HAVE FRESH AIR VENi'AtND FIRE PROOF FLOOR 70 CODE., :
1 I' ''.''x< v''`¢-0' 21) INSTALL FIRE STOP BLOCKING IN ALL LOAD®FARING WALLS. a AND STATE CODE REQUIREMENTS.
i x`:= i"tir�;*! - 22) FIRESTOPPREFAB.FLUE:SHAFTT000DE. MlAX.8'-WONCENTERWITHIHOURRATINGUSE.5,8" '. ALL 1/2 SIDE WALL EXTERIOR PLYW❑❑D ❑N NAILS
` ;``� �" ,'� " TYPEWGYPSUMBOARD: SHEATHINGT❑ BE SECURED WITH 6D C❑MM ,
3 4�•,;*•° 23) SEPARATE HOUSE AND/ITTAOHEDGARAGEiIOCODE45MIN.'RATEDWALL;DOOR,&JAh1B: DOOR TO PATTERNED AS INDICATED ABOVE, ALL 3/4 R❑❑F EXTERI❑R CC7NSTRUCTI❑N N❑TES
t,_.,,%w, �w' , .
f > 7 N
> A BE SELF CLOSING.•, . _ .
._;_, PATTERNED
�I;`,'; s('143.,; et 24} IFASWIMMINGPOOLISINCLUDEDIN.THEPRtOJECT,iTMUSTBEENCLOSEDWITHA4'HiGHFENCEst' PLYW❑❑D T❑ BE SECURED WITH 7D C❑MM❑N NAILSr
l`kF'; 'c: :; SELF-LATCHING GATES;'TONYSCODE. AS INDICATED AB❑VE ; EGRESS WINDCIW SCHEDULE ]
°°-1 25) NOTE:ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT EQUILIBRIUM
t..`'-y` a; ;: CONDITIONS EI.GIRDERS,FL'JOIST,TRIM,Ell-(. CALL SLEEPING R�®M S)
r , -, :� 26) INSTALL G;1LV,RAFTER TIE DOWNS TO TOPPiLATES!N ALL FULL HGT.CLGS.(CATHEDRAL)&ALL ;
=',,`,!Vy',`4 71�,'*' RAFTERS AT SEASHORE, (SEE HIGH WIND NOTES). 1. CALCULATION VALID UP TO 5.999 DEGREE DAYS
27) BUILDING FELT(OR TWE:K OR EQ.)TO COMPILE TELY COVER SHEATHING. 2. CONFORMANCE CERTIFIED FOR ZONE 11B FIRST FLOOR REQ'D CLEAR OPENING PROVIDED (S.F.)''"" 1 -28) IF WOOD T BEAMS,MICROLAMS OR EQUAL AIRE USED,FOLLOW ALL MANUF.SPECS•FOR SITE
a � '" '-,'� DOUBLE TDP PL TE 3. FRAME WALLS, FLOORS AND CEILINGS TD HAVE AN APROVED VAPOR RETADER
�'=" STORAGE INSTALLATION DRILLING BLOCKING,&LOADING,
;v,,.rz,,,, •• _ RDDF FRAMING (PERMEANCE RATING OF lA PERM) INSTALLED ON THE WARM - IN - WINTER SIDE OF MASTER BEDROOM 5.7 14.02 ' J
s> ""' 29) THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS. THE THERMAL INSULATION,
a 4' 7> `
,t' /``ii ,ii .30) ANY STRUCTURAL CHANGES IN THE PLANS MtUST BEE APPROVED BY-THE ARCHITECT OR THE� . ' � 0
V'U4. WINDOWS AND SLIDING DOORS TO HAVE A MAXIMUM AIR INFILTRATION RATE ❑F 0,3 CFM PER BEDROOM #2 5,7 57Q
'^v:? *,'f'-�.]� ARCHITECT IS NOT RESPONSIBLE FOR THE ENTIRE PROJECT. SQUARE F❑OT ❑F WIND❑W AREA, SWINGING DOORS TO HAVE A MAXIMUM AIR INFILTRATION BEDROOM #3 5,7 5.70CS
,,° ' 31)-THE ARCHITECT ASSUMES NO SITE CONDITIONS THAT ARE NOT-INCLUDED IN THE•FLANS. ANY ROCK ''
Py' .. . I I J I .r''' s d
�.�w ''a', FORMATIONS,BEDROCK„UNDERGROUND`STIREAMS,ETC.MUST BE SITE INSPECTED BY A LOCAL ' ` RATE OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA.
',:;s`:r:t'.> .`:'} ' ' ' 2 X 12 HEADER BEDRDDM #4 5.7 11
't�._ ` + ENGINEER&ANY STRUCTURAL CHANGES THIAT OCCUR THAT CHANGE THE PLANS ARE NOT THE 5. INSULATE SKYLIGHT SHAFTS R-19 MINIUM, 5.70
'' i RESPONSIBILITY OF THE ARCHITECT. 6, DOORS, FRONT SIDES, INSIDE OF GARAGEr U= 40 MAX, ' „„„-
."' :x,sw:,.11" 32) COPYRIGHTED:ARCNlTE'CTUF�IZ WORKS C0IPYRIGHTPROTECTIONACT PER UNITED STATES'CODE 7. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-120
-£:. ` "�{ I ALL ARCHITECTURAL WORK CREATED AFTER DECEMBER 1,1990,INCLUDING THIS SET OF PLANS;IN ' ' ' FULL LENGTH WALL STUDS CFM FLUE T❑ HAVE TIGHT SEATED DAMPER, MAX AIR LEAKAGE 20 CFM- FIREPLACES SHALL Z
x .•• t,., a HAVE TIGHT - FITTING N❑N COMBUSTIBLE D❑❑RS, 1
,k..-.,-
`1:,,, < 1 TERMS OF OVERALL FOAM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPECS AND,
°,�!" i,• T 8, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE. DESIGN AND '1,
•':! 'r),,*,� ELEMENTS IN THE DESIGN,FOR A PERIOD OF 75 YEARS. ' HEADER IJR JACK ST NpTE�
°. .,-,?v `- . • . • ' . UPLIFT CDNNCTIDN IS;. REQUIRED TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL AS REQUIRED BY.J a4 ..;t.r+y„aey
rT '''" "'°' COMPLIANCE WITH REi1DE:NIIAL CODE OF NVEW YORK STATE DATED JANr 1 20�0' AT EACH END ❑F HEADER AND AT THE BUILDING DEPARTMENT. NOTES AT LEAST ONE WINDOW IN EVERY BEDROOM
W_
Ft:", ' r� gl, 9. ALL THERMOSTATS SHALL BE ADUSTAHLE 55 DEGREES TO 85 DEGREES F I '' BDTTDM DF HEADER STUDS IN
ry{{,;""*,�_ Ground Wind Seismic • weathering Frost 'Termites Decay Winter . ice shletd Flood N. 10. INSULATE ALL DUCTS AND PIPES AS REQUIRED BY CODE. TO BE EGRESSABLE AS PER THE FOLLOWINGr
?;,,,:' >,r��r �.. ADDITION TO CONNECTORS AT
� s ,j.,.x,, ; snow speed ,Design . , line Design underlay. Hazards' ' Freezing 1. MINIMUM NET CLEAR OPENING WIDTH 20' .
I -- D PLI T C NNE TOR REQ IR WALL STUDS AND AT TDP AND 11. H,V.A.C. CONTRACTOR TO VERIFY HEAT LOSS CALCULATIONS, 2. MINIMUM NET CLEAR ❑PENING HEIGHT 24'
`? Y ',, ,,j load (Mph) Category dept Temp' ment• Index
-^:'�xt ,^'.'O�,. re aired BDTTDM OF CRIPPLESUSE 12. CELLAR/BASEMENT DOORS TO BE INSULATED.
� '� `='°1� ° • h SIMPSON CS16 STRAPPING 13, THE ARCHIECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF, AND PROFESSIONAL 3. SILL HEIGHT NOT MORE THAN 44' ABOVE THE FLOOR.
', }!{" t` 'j 24 PSF n �\ A severe 3�' Ioderate SlighE- 11 F JUDGEMENT THE PLANS ARE IN C❑MPLIANCE WITW THE ENERGY CONSERVATION,,.::.,,. k •-hea -moderate I F.
4, MINIMUM CLEAR ❑PENTNG AREA 5.7 SQ, FT. ""~~-
�,- .... Q
as.:::.,„ . R 5 r &' ( 50 S UARE FEET AT GRADE FLOG OPENING )
b,,,- 62 .Q ��
w#�
. .... . . .. .......
( r i 1
. 1. .
.1'r r�fir•,;; 1 , ENERGY N G T E S NEW WINDOW AND GLASS DOOR STORM PROTECTIDN�
kt' Vj
':'''K ` ,.'tI j, i TYPICAL FRAMING AND UPL / i',, ( 120 MPH BASIC WIND SPEED , WITHIN ONE MILE FROM SHORELINE )
,:„ , CONNECTIONS FDR DPENIP , ALL NEW WINDOWS AND GLASS DOORS' SHALL MEET
It
:,
1 °_ ;` � - i _____._ _�_----_-... !.i',' ;;.,:" ;`±;' THE REQUIREMENTSE LARGE M15SLE TEST OF ASTM 1996
I; � TwtIrr, 1. _ ;; ::. :;' , AND ❑RASTM E 1886. W
.,,..;:f•�•,?°.,„.K�,,;,} ., . _"-�^-+-:-v-_. f".'`.,' ,,i", fir,/��'' , t'- f`,
OR
,., CONTRACTOR TOP O, ;.. ::�`:;'• R VIDE PRE-CUT 1/2
:� „w' :' CONCRETE C.OMPRESSiVE S`ifRENGTH ( SEVERE J :;.•.~ = PLY WOOD PANELS
- TO COVER THE GLAZED OPENINGS (SCREW INTO TRIM ONLY),
``: :r: n""tf t `a` r` +' r PRE DRILL EDGES A '
,�, s ,, FASTEN ]/2
rs:;' ER SCHEDULE F❑R STRUCTURAL MEMBERS 9 D,c. TO ACCEPT # w❑❑D
:' a4-1 .,• BASEMENT.VI/ALES & SLR�S--3 000 PSI GARAG " F :'_:::;; : . .
::. nd;. .;i E SEA® 3,500 PSl %; }'
SCREWS TOP AND BOTTOM
a'r, N, r ;
:: :..
':"'' .,. <'',w=.„I « - ;s. ,,,, ,................': : '{::::::':.;:;:::;: .. ';< NUB A PLYW❑OD PANELS TO BE MARKED FOR L❑CATION...,. .,,.., y .f �$��YtB " . NB`s � � �'�� o�u�0 : ::>: ,:t; < ?:'.'.......• M ER ND TYPE AND STORED ON SITE. .
,�'kt;� 1`X j ! t ! DESCRIPTI❑N OF BUILDING ELEMENTS
, i ,Y OF FASTENER SPACING OF FASTENERS
'' "'`
; . ,-� `'rl' , t . JOIST TO SILL OR GIRDER, TOE NAIL 3 - 8d SAFETY GLASS REQUIREMENTS nn•
Y'ir'�1�' '"I : SAFETY GLAZING REQUIRED A THE FOLLOWING LOCATIONS f^��-'
r l,; }-,` - =`1 Jointl?escriptibn' NumberafTlaiis NailSpaeing _ SOLE PLATE TO JOIST ❑R BLOCKING, FACE NAIL 16d 16' O.C.
--
I .`r` > s 1. ANY GLAZING IN ANY TYPE OF DOOR f ,
=.'
_,:_ ..
.'t• .Y.: aka" •.r' 4
rl•
..L n•t. ^•f .j.
ri• 5 UY•1 �.2 f .r I:::. S TOP DR A y�: ' x=.�:.-..... s OLE PL TE TOE N T
- =;r;'%-:i'!= ,.R()OP.:FI�AINIIDTG•' � >:. •<, r. f ,.
�f ': t:�> y., / ., ,�• t �f, = . 2. GLAZING IN ANY WALL ENCLOSING A TUB. SHOWS
., R •�•.�.,.
��+� :', erraftei Qemm h�q()S H15 f STUD TO SOLE PLATE, TOE NAIL 3 - Bd OR 2 - 1 SAUNA, DR STEAM ROOM, ka
3 •',,''yp'A.1 ; � Ratter toTap Plate (foe nailed) -(xe-Tnbtr3r3�� Sd` P .
-; �r,N ;>d,.i Ceiling JoisttoTopPlate (Toe-ntuled) �3 8d J . pajolst 3. ANY WINDOW WITHIN P' ❑F A DOOR. 1.-:
t . a"�'.rr:t Cellin JoisttoParallelRafter >uce•nailed eachE H7 DOUBLE STUDS, FACE NAIL loci 24' D.C.
,.:,,,., , '� , � 0 ) -�'�� '� tied '� °p . ;.: 4, ANY INDIVIDUAL PANE OF GLASS > 9,0 SO. FEET
i :T >r i;.% CcilingJolstlaps'avuPartitions (Face-nailed) �'3 lL;a eachl:? ' H2 DOUBLE TOP PLATES, FACE NAIL loci 24' D,C. WHERE THE BOTTOM IS < 18' ABOVE ANY FLOOR WITHIN #
"z'�'i'`; ', t Collar Tie toRafer (F6ce-nailedl)' --(s d)'2 $d patie Simpson Strong-Tie 3' O 'N
R~'' cachend -. Top Plate SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALLS PANELS 3 - 16d 16' D.C,! ,J" vile`^ Blocking toRaRer(Toenailed) 2-8d o �0 F THE WINDOW ^- f"'� "
*_-.'1 4,.1J 12imBoard'toRatter(End•nalled',y - • 2-16'd eaeltend: 5. GLAZING IN WALLS QF INDOOR POOLS, HOT TUBS.
'1i" DOUBLE TO PLATES, MINIMUM 48-INCHES OFFSET OF END 8 - I6d
"..
t :,., :u•......,.
f a. ,. ..� .. ,.•,f ..f....,t r - ..:,;•�'::-t.; _;....•>.: �.�:.v-�,..,7::;0::.;..:,,:;+.. ,?'s,a;..',':':,: SPAS WITHIN 5 ❑F THE WAT R
tr ./z,. 4.). '1•'•'�'�1�• _ "i�. :Y.1 �J liFitlSIY11iVV.:. r. ( - .1' -t�.F�:v .f, :J• $
��� r'•: .Estee. ':i?: •.t.. _.%..'-i:.-_.a.t::v3'tt?•:•',a-.:.. ,.e. .x:•c .7.i�::ar••o:..!'..
><`.•„ a ' o r JOINTS, FACE NAIL IN LAPPED AREA 6. GLAZING IN STAIRWAYS AND LANDING WITHIN 3' 0 ' j'�
�r_„,r,.h',.; Top Plate to Top Plate (Face-nailed) '2=16d' perfoot LENGTH s (�.-+, Q T, "
.:
r .` r Top Plates atlntetsxtions (Fact-nailed) a.I6d joints-eachsIdc ' ,'z CUT BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE N 10 - 8d HORIZONTALLY OF A WALKING SURFACE. °aJ �, i
1: , Studio Stud (Racenailed) 2-16d 24"o.a '' LENGTH PA
X �,,
_11RIM J❑IST T❑ T❑P PLATE, T❑E NAIL Bd 6' ❑.C. THE REQUIRMENT D❑ES NOT APPLY IF THE B❑TTOM EDGc
headeriol;ader(Fnce-Waited) 16d i5':o,c along edges "" 4
, _" . ""` I TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAI 2 - SOd OF THE GLASS IS MORE THAN 60' ABOVE THE FLOOR, %vj `
3 , I >k ` Top or Bottom Plate to Stud (End-nailed) 2-16d ,per2x4stud I+' f
�.. _r,%:,::::.:
i
,''" `` :x BUILT - UP HEADER, TWO PIECES WITH 1/2' SPACER 16d 16 D.C. ALONG EACH EDGE
:, . 3-I 6d' per 2x6 stud .<,«'.;..i •
.' 4-16d . ' per2x8 stud . 2' t
t. �':'' 1. . . i <''�,.', . f CONTINUOUS HEADER TO STUD, TWO PIECES 16d 16' D.C. ALONG EACH EDGE
o t B1 Wn (Face-nailed) rrf o EAR
ft: R 02
t Iatc roFloor ois Band'ois End oist ar oc2-16d cL
'!�' Bot an P j 4 .s k j g 'P ��`t�� `'''>s` CEILING JOISTS TO PLATE, -
' :�•" t A E, TOE NAIL 3 Bd .
i e .
-:•�: :S• .vy,;y.a,•. •qh: '.}•'• •%a:f ;,r•, .:"%'r•f Ja :S:ti:�,.R h-•�:<'i r �'wi•: t
G tSS i," ••y;•. /•ti!. =;:"•t`!f' :ia. i• _ ',r s? }:: SPAH
�. �i - :y<r,. .;�,, •:five,. „:;;�.....'n..,c-._fi'r'�it-_ '?
.a. P yti 'ts� 'CY_ 'i' .-.•i.1 11'.ti•. .C.,, _ ,.ff'' i
"3 :'!1 "..'1f u•:.e 7 �'. ;a.' ,r-t 'i!'• ':V::•. .aty: .tn_E:L':F
i(•� •I:M1 L" „R'FlZAIv�.IN .i= .,1:'. _h•M1 .r i:,7. 4
�#�> <,:.. ,' rt ,_ t.•;,, $,. 4 a .-`,,. < ',• CONTINUOUS HEADER TO STUD, O - �"": fi'•: 0E: o�si }: ..`', Tu , T E NAIL 4 �d C❑D E A N A L Y S I S
1. JolsttoSiII,Top Plateo'Girder (T nailed) . 4-`8d per] :,` -
+ri`^" BrldgingtoJolst(Toe-riailed) . 2-8d eachcri - 1 `••
" ;
'` CEILING JOIST, LAPS OVER PARITIONS, FACE NAIL 3 10d
..J
Blocking to Joist(Toe-nailed) 2-8d • ' each end' � " ,,', ;•>' ... '`' OCCUPANCYi RESIDENTIAL R3
�a. - i:;r;,;i;t �,•,.:• ; , :.: .' £ CEILING JOIST, PARALLEL RAFTERS, FACE NAIL 3 lOd
'', BlockingtaSillorTapPlatc(Toenaiied) ,3-16d each block # REFERENCE STANDARDS
-t' 1.alger Snip toBcam(Facanailed) 3-.6d each joist 1 :.; RAFTER TO PLATE, TOE NAIL 2 - 16d
xitRESIDENTAL CODE OF NEW YORK STATE
Bey Joist on Ledger to Beam(roenalled) • '3-Ed ' • • perjoist : .� ;,•.; .�' s.
" '' BandJoisttoJola(End-nailed) , • . . , 346d , perjoist „• ;;., LENGTH; BUILT-UP C❑RNER STUDS 10d 24' D.C. W❑OD FRAME CDNSTRUCTI❑N MANUAL AF 1 PA 1995 EDITION
Band]disttoSill'orTopPlate(Toenailvl) 2-16d Per Provide minimum 1' € ':s BUILT-UP GIRDERS AND BEAMS, 2 INCH LUMBER LAYERS loci NAIL EACH LAYER AS FOLLOWS
CLIMATE ZDNEr I1B
L!" :'1:, iTt .:.) .k!: ri/K`• - :l_::i/,I:. :,r:'� N$•(.:'y`•'.t'- ,:1,•.,•' {: �.'
I:i11 .•l)i: 'Sn ^'r:t. !'t:.i. f !�,'.;!"^ L^l. vR-'.J',.c: '•i•�
4'( ] r,i,:" •:•r, -tom'.a:., tit^ ,.p�,,.t:.,, Y- "�: ^ :
{`r. •-'a�• ,, f•:,''fi,., .,....!�•, i' -i:•:�; - ,..x..,.> ;, :., ,r, end distance
"r':4�>'it 1 ,'f"YI f '.1'"J ;'.Y. �,: ;ROOF Z` G.:,.•. 7;-�• r,--!'�" ;:•, ,-;F:'sr.•'•• 32 D.C. AT TOP AND BOTTOM DEGREE DAYSt 5750
';h4' = f i{'t.,..,3,,.,1' •:•r., ,r:;4i ... ,..t:S,... .lt:. ..vr}.<r tar.•a;i ,:.._l "!!J_.. .d:ai'.... �_;_ a+.a}.:.:'.!t::{.,�:.x..1 s..n.:[..f.::J•�•.1.1::.
..1- I Structural Panels 8d (Se�e5lr�Jc�- d'Pi 1+�945 , Equal number of r' J`Y , } AND STAGGERED, TWO NAILS 11 ..11
' Diagonal Board Sheathing ' ' _ f
AT ENDS AND AT EACH SPLICE
iP'ru t=ielAS! specified nalts In '+•' DESIGN LQADS�
? 1"x6"or 1"x8" 2 8d : ' persupport ench end SIB t son Stron Tle DECKS 40 PSF
rYa. 1"x10"orwidrs 3.8d pasuppoit '/' p S- RDDF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS -
_ ya CS16 TOE NAIL 4 16d ATTICS 20 PSF
t, ,, ( :" -,.,..,':'
_§ �,, ,1. <. +.CP.i1GT13G, THIT+iG'. .•t,..a• a;.:,>�..
t�::' ..,, is:?t.: :,,:, ..1,-a., -.:,.•,..r.•i:,i_I;;` :.%;' .Sly.. _ _ '.�'.r�..:.i.-..:-,z.f•,•.t;�=,�' .. FACE NAIL ROOMS ❑THER THAN SLEEPING R❑❑MS 40 P
r�;:._..... SF
M1 Gypsum Walboard 5d coolers - 7"edge/10"•field
. SLEEPING ROOMS 30 PSF •$F��
d'x .:M1..:t f•:..i i dL
'70.,:;' ,',' STAIRS.:". .:;.
~, ' R 40 PSF
;�:�;• :SHBATIi7"G"�'= ,..,s RAFTERS TIES T❑ RAF RS C
i'i•..:in.1.� ^»lid.i.� ,:.,� ..>;:;. . ..i e,••, ..r. :f7+.0 !) 4i, `:'><<k:1;: '.j1:., t.
t�, ', ,,.. .�,., .a? ,!• .t- _F.;ff: :,,aFW,. ..,._�. ,,,,:•;:_, ,:,-d.•,r"._ '� TE FACE 3 8d
', Structural Panels 8d f(seeTabie9.9) WOOD STRUCTURAL PANELS, SUBFLOOR, RODE AND WALL SHEATHING TD FRAMING, AND 200# j HANDRAILS
111 .°� 1 FibaboardPanc7s € PARTICLES BOARD WALL SHEATHING TD FRAMING RQOF 45 PSF (GROUND SNOW LOAD)
tll�,;,�,,� 7/16" - 6d 3"edge/6"field BASIC WIND SPEED 120 MPW
. �'*' 25132" 8d 3"edge/6"fldd DESCRIPTION DF BUILDING DESCRIPTION OF SPACING OF FASTENERS UPLIFT 18,1#
€ MATERIALS FASTENER DEAD LOADS 10 PSF
;, GypsumWaliboard SdcooIers 7 edge110 freld EDGES CINCHES) INTERMEDIATE SUPPORTS- INCWE 1•y:;•;aa :
,'V ..; Hardboard rrV `., ...
4 w:: -Ed •--{ese�'�b#e 8-9�` �r >!: - 6' D.C. t 6' D.C.F•'#,:r , Particleboard Panels . . 8d : (see Table3.9)" i2 EPrt��d'I ?. :: .•. /16 ]/2 6d COMMON NA C DEFLECTION LIMITSi
�:+;'•°;' Diagonal Board�Sheathing .. . . . .. I (SUBFLOOR, WALL) RAFTERS WITH NO FIN, CEILING ATTACHED L / 180
? :`;:• '` 1"x6"or 1"x8" 2.8d persuppirrt'
:+V_� - 1"xi0"orwIder 3.8d per support 5/16 - 1/2 8d CQMMON NAIL <RODF) 6. O,C. x 6' ❑,C. FLOORS L / 360
,.�. ,,,. yv .,,.. r'rn •N3 tf•f t=r:. :ri" 5A:t,. �'.
,.x, +�a• h'• ..,. ••„:. -::i:.- ,.:• :FUG t �r', l. •";; .. =•, :r}r: s..
:f ;.;:an•-r._ :,•��;,. ORS�AT• •Cf, .f. .:,c::<:t: •,:..•.., ,,..•:.,.... .., 19/32 1
`�i•+t, .:ri.f.•f,:• :,ta•. .:-,`:.'::,..,.. _It_ �,......;,::''� >�.,.;: �,�;�,'.•. - a. a: :.-:.. Bd COMMON NAIL 6 O,G W.6 D.C.
,,,�-;``R' Structural Panels #'I'
t' 4' FDR ATTACHMENTOF RDDF SHEATHING TO GABLE WALLS,
4''s`-` 1"orlas 8d 6"edge%12"f eld r
{* greater than 1" 10d i :6"edge/6"fi1.eld '
l";;i Diagonal Board Sheathing � .
" 1 x6 or.i xB 2-Sd ersu ort •
. .'.. " " " " P PP _ WIND BORNE DEBRIS COMPLIANCE
a^=;` sr +` 1"x10"orwider 3 8d persnpport . .
:,,.' ST❑RM PANEL FASTNER SCHEDULE NEW
.,-.�. 120 MPH
?�:.° o
j ". p�,i , " " <.,�t '1. •, FASTNER TYPE PANEL SPAN ,` �. L•/"i r �'_�
4;i 4.. Nailing are based on wall sheathingnailed 6 on-a ntei at thepanel edge If wall sheathing is nailed 3 on center at the panel edge N Y S C❑D E 3 01 2 1 2
E i' . T>A C., %.11
voon scREws s• B.C. D.C.o.c, ,'
''?�,Si_':. ° When wall sheathing ismntinuousoverconnectedmembers,tlhetobulatednuniberofnailsshallbepeamittedtobereducdto.l-16dnailper ' ' ' PROVIDE AND STORE ON SITE PRE 2 1/2, #8 �'"`
`�R',yt4: foot. ` • - _ FITTED 1/2' PLYWOOD PANELS TO BE rs
iZd'' ._....._ - . ......... ...... . . .._ ._.�.........-__..__ _ '' .
_
....____.. .., 1,
"".
te• ac. 12• n•c. 9• n.c.
LTP4 "`"' t INSTALLED AT EVERY GLAZED \ '`• ' t
J �.I �,'..,�'
,L: " �! OPENINGS WHEN HIGH WIND
�,d,:j'` `y't,x_ CONDITIONS ARE FORECASTED, '1 . f .
:-fit.<,�),4, ,: IDENTIFY THE LOCATION DF EACH 6Cr"< "'`
F.?:: �."_' ! PANEL �"_:- ,. ''' 4
•,
,:i ,?;ii, ',,y'�:, •.rl .......- �..__....-, -._-__......._............ .. ..... . ......._............. ......_._. .---......_.__..._ ____ _. �.. •��..:.',� '.}ll'�+p,�L
1 ftf5.. .�:'a,,
'f I12 '',7A .ur r#