HomeMy WebLinkAbout37075-Z , `SjypFpt�. Town of Southold Annex 7/2/2013
P.O.Box 1179
co 54375 Main Road
oy �- Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36330 Date: 7/2/2013
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 780 Holden Ave, Cutchogue,
SCTM#: 473889 Sec/Block/Lot: 110.-5-19
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
2/17/2012 pursuant to which Building Permit No. 37075 dated 3/20/2012
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:
alterations and additions, including covered porch, to an existing one family dwelling as applied for.
The certificate is issued to Gary Nolan&Rebecca Davis
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37075 5/23/13
PLUMBERS CERTIFICATION DATED 5/16/13 Dennis Cavorti
G
Auth ed Signatur
�soFFot��oGy
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y 2 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#: 37075 Date: 3/20/2012
Permission is hereby granted to:
Nolan, Kenneth & Nolan, Ardith
780 Holden Ave
Cutchogue, NY 11935
To: construct additions and alteration to an existing single family dwelling as applied for
At premises located at:
780 Holden Ave, Cutchogue
SCTM # 473889
Sec/Block/Lot# 110.-5-19
Pursuant to application dated 2/17/2012 and approved by the Building Inspector.
To expire on 9/19/2013.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $856.00
CO -ADDITION TO DWELLING $50.00
Total: $906.00
Building Inspector
co ��1 IAA- Of
Form No.6 3 — Ll J
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-.1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
.5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one) n
Location of Property: .-7 20 `� 1 � l./� � i,(J"L �" \ ( 1 3S
House No. " Street Hamlet
Owner or Owners of Property: ���`-( I yb(Un
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No.--37 0 7 S Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant gnature
Town Hall Annex p� or,� Telephone(631) 765-1802
54375 Main Road o Fax (631)765-9502
CA 2
P.O. Box 1179 0 •
Southold, NY 11971-0959 y�j�d roger.richert(@-town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Gary Nolan
Address: 780 Holden Ave City: Cutchogue St: NY Zip: 11935
Building Permit#: 37075 Section: 110 Block: 5 Lot: 19
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Wilken Electric License No: 5195-me
C-
SITE DETAILS
Office Use Only
Residential x Indoor X Basement x Service Only
Commerical Outdoor x 1st Floor X Pool
New Renovation x 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 39 Ceiling Fixtures 13 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 10 Smoke Detectors 5
Main Panel A/C Condenser Single Recpt Recessed Fixtures 78 CO Detectors 1
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances H47
Dryer Recpt 2-20 Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures 11 TVSS
Other Equipment: 3-paddle fans, 1-exhaust hood
Notes:
Inspector Signature: Date: May 23 2013
Electrical Certificate.xls
Town Hall Annex Telephone(631)765-1802
54375 Main Road o= Fax (631) 765-9502
co z
P.O. Box 1179 0 •
Southold, NY 11971-0959 'y�fjpl �,��� roger.richert(c�town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Gary Nolan
Address: 780 Holden Ave City: Cutchogue St: NY Zip: 11935
Building Permit#: 37075 Section: 110 Block: 5 Lot: 19
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Wilken Electric License No: 5195-me
SITE DETAILS
Office Use Only
Residential x Indoor x Basement X Service Only
Commerical Outdoor X 1 st Floor x Pool
New " Renovation x 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 39 Ceiling Fixtures 13 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 10 Smoke Detectors 5
Main Panel A/C Condenser Single Recpt Recessed Fixtures 78 CO Detectors 1
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances dw Dryer Recpt 2-20 Emergency Fixtures Time Clocks
Disconnect Switches 47 Twist Lock Exit Fixtures TVSS
Other Equipment: 3-paddle fans, "1-exhaust hood
Notes:
Inspector Signature: Date: May 23 2013
Electrical_Certificate.xls
7 Zt3 14\
5,f- �M 119 3 JUN 18 2013
BLDG.DEPT.
TOWN Of SOUTHOLD
CERTIFICATION
Date:
Building Permit No. 3 1 o "j S
Owner: /i- C'ftr,.l
(Please print)
Plumber: e�in
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this
day of /11,,1 , 20 /4
H-James Elstroth
Notary Public State of New York
�21, 52-6179850 Qual, in Suffolk Cty
QL Commission Expires.
Notary Public, f` r�'G/' County
I
w OF SO(/T��!
N Q
cOUNT`I,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FO DATION 1 ST ROUGH PLBG.
[ ]
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE INSPECTOR -
f4E SOpryo!
� o
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
F
FOU =/STRAPPING
[ ] INSULATION
RAMIN [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
1 �1- JiS � ►�� CT
DATE INSPECTOR
r
y / Of SO(/j�o
cOUMY,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
(kELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE t� /� INSPECTORS"`
OF SOpTyolo
cou ,�
TOWN-OF SOUTHOLD BUILDING 'DEPT.
765-1802
INSPECT
[ ] FOUNDATION 1ST [ ROUGH PLOD.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL)
REMARKS:-
DATE _INSPECTOR
O
��y�ourm,N�
TOWN OF SO OLD BOIL G DEPT.
765-1802
INS -ON
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] E CTRIC L (FINAL)
REMARKS:
_ Y
77
DATE INSPECTOR
SOpr�o�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIR"
IR AFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [. IRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE /k / INSPECTOR
SOplyolo
O �y�0UN%
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] 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 3 3 INSPECTOR
so�Tyo
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coutom
�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIOU.
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
cyf—
cam-
.
DATE I INSPECTOR
OE SO�Tyo!
V � o
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��y00UN1'I,a�Q
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I TION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
r
N
DATE INSPECTOR. `'
OP SOUjyo�
��'Y�OUM'10c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I
[ ] FRAMING /STRAPPING [ FI AL
[ ] FIREPLACE & CHIMNEY [ ] FIRE AFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
� r
REMARKS: 5 �'
I-J® �b
, 2
DATE 2 INSPECTOR
MIA
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A* ---
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.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20_k)— Storm-Water Assessment Form
Contact:
Approved o�/,20JX Mail to:
Disapproved a/c
Phone:
Expiration 15 ,20 a
2 1� E uilding Inspector
D
PPLICATION FOR BUILDING PERMIT
F E B 1 6 2012
Date' �� , 20 1'�
BLDG.DEFT. INSTRUCTIONS
10WN OF SOUTHOLD
p ica ion 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 removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, an r gulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(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 110 m Block Lot
Subdivision '0� Filed Map3o. Lot
1't w
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 6iQA 6ut. M Q �
b. Intended use and occupancyAt�AE
3. Nature of work(check which applicable): New Building Addition V Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost ®, CtX7 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
6. If bNiness, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front i5(0r Rear 9To,--7 Depth 38.5
Height 1 '7 ' Number of Stories 1
Dimensions of same structure with alterations or additions: Front 5KP,-7 Rear o'
Depth G-Z. ` Height_0 Number of Stories 1
8. Dimensions of entire new construction: Front Rear qO Depth
Height t 1 i Number of Stories 1
9. Size of lot: Front /O0 Rear i c5r Depth 22-7v 15 (Ag
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 NO C�
13. Will lot be re-graded? YES NOY Will excess fill be removed from premises? YES NO�
14. Names of Owner of premises Cw 00(tA Address6szz-66.t.AF t--m Phone No.
Name ofArchitecte—'Ht14�& Address Phone No 57( -70Z- 3�1�
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X _
* 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,!>6
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
G U� 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 fileQA...McERLEAN
No.O1MC508646late*
t Suffolk Co ty
Sworn to before me this Commission Expires October 14,
(-f day of rCAR.0 A14- 20 t �L
&AA6t-MTHER1 'FA.MctKLb4" Signature of Applicant
Notary Pub c NOtary Pr! ,, f New.o
No.01M.a, 3uffolkGounty
Commission E,, ,,a sober 14,
i"
6.'D5" k Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: S.C.T.M#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
I
� STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
6 s�1ce section t CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. 1
i
SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No
a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run Off .-
(Include Total Area of all Parcels located within
the Scope of Work for Proposed Construction) �9>1 000 ��} Generated by a Two(2")Inch Rainfall on Site?
(S.F./Acres)—
(This item will Include all run-off created by site !
b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all
and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of
construction activity? impervious surfaces.) p I
(S.R/Acres)
2 Does the Site Plan and/or Survey Show All Proposed
PROVIDE BRIEF PROJECT DF.SCItIPTTON (ProvdeaddNcrQl?ages es Needed) Drainage Structures Indicating Size&Location?This i
Item shall include all Proposed Grade Changes and
1 ��7t"n Ord Slopes Controlling Surface Water Flow.
3 Dees the Site Plan and/or Survey describe the erosion {
0� Gtf-a~(_ rj VAle—G_ and sediment control practices that will be used to
control site erosion and storm water discharges. This v"E]
i
item must be maintained throughout the Entire (-
Construction Period.
4 Will this Project Require any Land Filling,Grading or i
Excavation where there is a change to the Natural /
Existing Grade Involving more than 200 Cubic Yards !/ I
of Material within any Parcel?
5 Will this Application Require Land Disturbing Activities '
Encompassing an Area in Excess of Five Thousand
(5,000 S.F.)Square Feet of Ground Surface? ;
1
6 Is there a Natural Water Course Running through the
Site? Is this Project within the Trustees jurisdiction
General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or
Submission of a SWPPP is requbed for all Construction activities involving soil
Beach?
disturbances of one(1)or more acres; including disturbances of less than one acre that
7 Will there be Site preparation on Existing Grade Slopes
are part of a larger common plan That will ultimately disturb one or more acres of land;
which Exceed Fifteen(15)feet of Vertical Rise to
including Construction activities imrolving soil disturbances of less than are(1)acre where E]
i
the DEC has determined that a SPDES permit Is required for storm water discharges. One Hundred(100')of Horizontal Distance?
(SWPPP's Shall meet the Minimum Requirements ofthe SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious
for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off D 1/
1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOl shall be into and/or in the direction of a Town right-of-way? u
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-consiruotion storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any !.
constructed i reduce the pollutants fi storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder
compliance nae with the terms and ezrIpollution
which
of this permlLreasonably
In addition,the to a ff shall Area?(tars Item will NOT include the Installation of Driveway Aprons.)
El
identify pofentlal sources of pollution whkh may reasonabty be expelled to affect the i '-
quality oFstorm water discharges NOTE: If Any Answer to Questions One through Nine is Answered with a Chedr 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 Ave 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 the Town of I
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 Permit.
(NOTE: A Check Mark(4)andror Answer for eGONNO pleta Appikallon)
0PjjhIlG' State of New yarR
STATE OF NEW YORK, No.01 BU6185050
COUNTY OF .......SS Qualified m Suffolk Cot'�:pf l
y_� Commission Expires
ti Z
That 1,.G....... ... ` ....being duty sworn,deposes and says that he/she is the applicant for Permit,
(Name of inifivid�Isigning� .mein)
i
And that he/she is the ... .................................... .. "
(blamer.Carrtra Ofiioer,eoc.). i.
Owner and/or representative of the Owner or Ova ers,and is dully 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 min be performed in the manner set forth in the application filed herewith. i
Swom to before me this; /I
............./.1( .................day of -`= -
,.....,20..1D-
•
J0,
. 1 . .... 'S .. ......... :pP ) ............Notary 'ubtit' .
nature of A Ilcam
FORM - 06110
i
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Town Hall Annex 41Tel
54375 in Road ��Ottt'n U P.O.Box 1179 G ro er.richert
Ma
Southold,NY 11971-0959
CO y,�1 MAY 2 0 2013
BUILDING DEPARTMENT BLDG. DEPT.
TOWN OF 80t3THOLD TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
r
REQUESTED BY: Date: 40113
Company Name: 6ZLM c, �.
Name: �i.0 e
License No.: 07 L95---ME I
Address:
Phone No.: j 6 -
JOBSlTE INFORMATION: (*Indicates required information) �
*Name: b
*Address:
*Cross Street:
*Phone No..
Permit No.:
Tax-Map District: 1000 Section: fl o • Block: _ Lot: /
PD
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)we8n0+T��lrl 3 blk-Li2b Awly,
7g 1 41 uTs�ol es, � ea 2 � xl�s+tioc�j
�3 1� vasdW4 Wo r e lshn e 2vcx Za i c�� vr3
(Please Circle AN That Apply) --PGI PL Pow vt ; I CVA G u Vi i t, I po►fie r8-d
� I'F-o'afi:on s
*Is job ready for inspection: CYE�N Rough In Fina y
*Do-you need a Temp Certificate:
YES NO
Ternp Information(it 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 Information: w PAYMENT DUE WITH APPLICATION
.8241equest for inspection Form
SURVEY OF PROPERTY
j 51 TUATE: GUTGHOCGUE
TONN: 5OUTHOLD s�
5UFEOLK COUNTY, NY 08, t
® 8
SURVEYED Oq-22-II �
SUFFOLK COUNTY TAX #
I
1000 - 110 - 5 - 1aGARYNCLAN
I
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MONUMENT FOUND \ a �J C.ob O�Prp:ke Ie.LY.!S/v n J 17:e}
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AREA 22,4690 sf or 0.52 acres (� ���r fl. -1.� �.T i;`l-�y v f -, y-.. a a s
GRAPHIC SCALE I
30„ , 6 E ST MAIN STREET 3I1.Y.S. L1C. NO. 0202
=
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SURVEY OF PROPERTY
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TOWN: SOUTHOLD Is 7--76, l9ea-0 E
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SURVEYED OQ-22-II I /��0,, EXIs'�►Je� A5p►rmk-' S-
REVISED 10-5-2011 � i ,{�
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NOTE5: Q9ny �Ji 1 f '.•,. ^: + •eertlncauane mebatee Hereon elyuf rhos we
^Q/ y s prepared In accoreonce�I�e the ex-
MONUMENT FOUND \ aLo y practlae Fa Lab�ay9 adapted
A.! �1,(/ by the New York Stets Assocbtlon of Professional
t'S •?. J f Land Surveyors.Said certNicallorn 1,ahallP,nm anly
\ (C/1 J• to the p:=l For whom[M survey Is premmeed_
l' L,��IG ane as hie betralf to the titb c;m%opv n
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AREA = 22,460 sf or 0.52 acres JO C. ELS LAND SURVEYOR
GRAPH I G SGALE I tf= 30' 6 BAST MAIN STREET N.Y.S.LIC.NO.50202
RI.VERHEAD,N.Y. 11901
=f _� 369-8288 Fax 369-8287 REF.-C:\UsersUohn\Dropbox\l 1\11-165.pro
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REScheck Software Version 4.4.1
Compliance Certificate
Project Title: Nolan Residence
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Suffolk County, New York
Construction Type: Detached 1 or 2 Family
Project Type: Addition/Alteration
Heating Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
780 Holden Ave Gary Nolan Charles Thomas
Cutchogue,NY 780 Holden Ave C M Thomas RA
Cutchogue,NY 206 Lincoln St
Riverhead,NY 11901
• .
Compliance:1.0%Better Than Code Maximum UA:197 Your UA:195
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 UIA
or or D••
Perimeter UI-Factor
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1180 21.0 0.0 52
Wall 1:Wood Frame, 16"D.C. 890 15.0 0.0 55
Window 1:Wood Frame:Double Pane with Low-E 147 0.320 47
Door 1:Glass 27 0.320 9
Ceiling 1:Cathedral Ceiling(no attic) 1180 38.0 0.0 32
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 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist,
Name-Title ure Date
-ED A
40i`� rTl�
Project Title: Nolan Residence Report date: 02/11/12
Data filename:C:\Users\fred\Documents\REScheck\nolan.rck Page 1 of 3
REScheck Software Version 4.4.1
Inspection Checklist
Ceilings:
❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation
Comments:
Windows:
❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Note:Up to 15 sci t.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements.
Doors:
❑ Door 1:Glass,U-factor:0.320
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed.
❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM
E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from
insulation.
Sunrooms:
❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
❑ Materials and equipment are identified so that compliance can be determined.
0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8.
❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6.
Duct Construction:
❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and
mechanically fastened.
❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure
systems.Tapes and mastics are rated UL 181A or UL 181B.
Project Title: Nolan Residence Report date: 02/11/12
Data filename: C:\Users\fred\Documents\REScheck\nolan.rck Page 2 of 3
_r Building framing cavities are not used as supply ducts.
Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International
Mechanical Code.
Temperature Controls:
Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Certificate:
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.
NOTES TO FIELD:(Building Department Use Only)
Project Title: Nolan Residence Report date: 02/11/12
Data filename: C:\Users\fred\Documents\REScheck\nolan.rck Page 3 of 3
2010 New York Energy
Conservation
Construction Code
Certificate
Insulation Rating R-Value
Ceiling/Roof 38.00
Wall 15.00
Floor/Foundation 21.00
Ductwork(unconditioned spaces):
Glass&Door Rating U-Factor SHGC,'
Window 0.32
Door 0.32 NA
Heating& ..
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
�
LAYOVER
CRICKET
ROOF WEDGE' PRE-FAB METAL INSERT
--FIREPLACE AS SELECTED
PER OWNER- WOOD FRAME
CHIMNEY
REMOVE EXISTING WINDOW
NEW 3068 DOOR PER OWNER
WOOD STEPS TP GRADE
3052 3052 3052 3052 3052 3052 _152] 3052 3052 3052
A 2'-4-
PROPOSED
SCALE: ] /4' ] L)' ^ �
(D
ASPHALT SHINGLE ROOFING- 0
OVER 15# ROOF FELT ON 1/2- CDX PLYWOOD SHEATHING. c ry
PLUMBING:
� .��. .~ ....~ .._._
CEDAR SHINGLE SIDING TYVEK HOUSE WRAP 1/2" CDX PLUMBER CERTIFICATION
PROPOSED ROOF PLYWOOD SHEATHING ON 2*X4"
� IFICA .
DIA
REPLACED DOOR UNIT PERMA CAST
=ILI COLUMNS SOLDER USED IN !,�/A TER
EXISTING OVERHEAD DOOR
REMOVE AND REPI AQ'F
PER OWNER 24'-0*
PROPOSED ADDITION ph
=77= PROPOSED PORCH
I IL
1468-3068-1468 APPROVED AS NOTED
PROPOSED QATE' J bol(a�_B.P.#
r-E FEE: " I
SCALE: 1 /4" V-0" NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
FOR POURED CONCRETE
2. ROUGH-FRAMING,PLUMBING,
STRAPPING,ELECTRICAL&CAULKING
3. INSULATION &ELECTRICAL
ASPHALT SHINGLE ROOFING— 4. FINAL-CONSTRUCTION
OVER 15# ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING.— PRE-FAB METAL INSERT MUST BE COMPLETE FOR C 0.
fX12m ROOF RAFTERS 0 16' O.C. 7Z-- FIREPLACE AS SELECTED ALL CONSTR UCTION SHALL MEET THE
PER OWNER REQUIREMENTS OF THE CODES OF NL-'IJ
YORK STATE NOT RESPONSIBLE FOR Charles M . Thomas
DESIGN OR CONSTRUCTION ERRORS
RETAIN STORM WATER RUNOFF PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
PURSUANT TO CHAP R 236
OF THE TOWN CODE. PROJECT
ELEC
COLUMNS
PROPOSED PORCH PROPOSED ADDITION PROJECT No.
DWG No.
0ROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF
E S I D E E L E V A T 1 0 N_ SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION FAI-1 0 0 1 I-FO70
LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX 1 OF 5—
SCALE: 1 /4" l '-O" WEATHERING DEPTH TERMINATE DECAY REQUIRED
45 PSIF 120 8 SEVERE 48* MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDOE ZONE = 6.72 PSF E IE = 35.6 PSF RESIDENTIAL 26' 3" TYPE V
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND TFOR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANYMETHOD, IN WHIOLE OR I�r PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH T 1 CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
'
�
/ 3
26'-1" 8'-10" 15'
5
WOOD STEPS TO GRADE �s r � J 1
ARCHITECT
36" RAIL PER CODE L E G E N D e `
EXISTING
2- 12" MLHDR REVISIONS DESCRIPT ION
110" DIA
PERMA CAST TO BE REMOVED
2"X10" R.R. 0 16" OC, 2"X10" R.R. 0 16" OC, COLUMNS
- PROPOSED FRAME WALL
to COVERED I of
= PORCH '
J � �
IN 5/4" X 6" TREX DECKING N "
PER OWNER
I I 4"X6" POST
N AFF 601 FROM RIDGE TO HEADER cv
FWG 0611 (2) 3052 3052 3052 3052 3052
(2) 3052
r
2- 16" ML HDR(ABOVE
0
ARCH NDOW) N (2) 3052 iv
2"X12" R.R. 0 16" OC. 2"X12" R.R. 0 16" OC. —
N
N
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I � I
L— J
7 r
I IAJ L MASITER `
PRE-FAB METAL INSERT t B E D R O O M lo
FIREPLACE AS SELECTED o
PER OWNER, I I cr_
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C9 -J i
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ROOM F- 7
N
0: Jr— �L 24.12..
Q.
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NEW 3068 DOOR PER OWNER
WOOD STEPS TP GRADE
. 1 0
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NEWT 60� ATTIC
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REMOVE AND REPLACE ALL (
a r c h i t e c t
L J
EXISTING WINDOWS 'ANDERSEN' PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
- - -
PROJECT
` EXISTING.
' B E D R O O M
PROPOSED PROPOSED ADDITION 1180 SF LIVING o
0
E F I R S T F L 0 0 R P L A N EXISTING;
1 SCALE: 1 /4" = 1 '-01$
23'-8"
DATE; 2/10/12
PROJECT No.
DRAWING BY. C.M.T.
CHK BY.
DWG No.
[Al-FRO-2-FOU
20F 5
e
N
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AIS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
r
ARCH ITECT"
REVISIONS DESCRIP T ION
4- 12" ML HDR 7"X16" PARA LAM RIDGE
TYPICAL ROOF CONSTRUCTION
FRAME
ASPHALT SHINGLE ROOFlNG CRICKET
OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING.
2"X12" ROOF RAFTERS ® 16" O.C. NSV�P�ON 00-�. vt�Sv�'P�ON
5/8'GYP. BO, FINISH 5/8'GYP. BD. FINISH
T. &S. 3 COAT JOB (TV) T. &S. 3 COAT JOB TYP III III
( )
TYPICAL WALL CONSTRUCTION II I�- -\•��- I �I
CEDAR SHINGLE SIDING TYVEK HOUSE WRAP 1/2' COX M A S T E R
PLYWOOD SHEATHING ON 20X4' WD. STUDS 0 16" O.C. B E D R O O M
R-15 INSULATION G R E A T
R 0 0 M
00 0
TYPICAL FLOOR CONSTRUCTION
11 7/8 TJI FLOOR JOISTS 0 16-O.C.
W/3/4" PLYWOOD SUBFLOOR
3/4" PLYWOOD SUBFLOOR
R-19 INSULATION 11 71e TJI JOISTS 360 SERIES
2"x6" CCA SILL PLATE ® 16" OC, R-19 INSULATION
TERMITE SHIELD - 3 1/2" STANDARD STEEL PIPE COLUMN
1/2" DIA. ANCHOR BOLTS 3-1 3/4" X 11 7/8
�32"-0" O.C. MICROLAM GIRDER ON A 24"X24"X12"DEEP
POURED CONCRETE FOOTING. (TYP)
8" POURED CONCRETE FOUNDATION
WALL ON 8"X16" POURED
CONCRETE FOOTING
Z 0
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C R Q
SCALE. 1 /4f) = 11-07f ° W
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(TYP.)
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W.'. LAVI
lU6 a Charles M . Thomas
I
FIRST FLOOR a r C h I t e C t
2' y 1-112' PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
PROJECT
CONNECT TO APPROVED
F.A.I. & SANITARY SYSTEM
CO
PLUMBING RISER DIAGRAM
SCALE: N. T.S
DATE: 2/10/12
PROJECT No.
DRAWING BY, C.M.T.
CHK BY.
DWG No.
3OF5
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WF'LIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
1 ....
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8'-2 7'-8 8'-2
_0" 1'-0
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OT
WOOD STEPS TO GRADE 24"x24"x12" FOOTINGS
— — — — — — — MIN 36" BELOW GRADE
(MUST BE VIRGIN SOIL)
- - - - - - - REVISIONS D E S C R I P T 1 0 N
1 3 2"X10"
GIR
}.. — J L — J L — J L — ...,
� o
NEW;
8" POURED CONCRETE FOUNDATION
'oo 1 ( o f I WALL ON 8"X16" POURED
a I CONCRETE FOOTING
TWr'ICAL HOLD DOWNS
SEE DETAIL SHEET
2"X10" ACQ LEDGER — — — — — — — — — — — — — — — — — — — — — — — — °— — — — — — — —
- - - - - - - - - — - - - - - - - - - - - -� 1`01 NI ,- - - - - - - - - - - - - - �
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FOUNDATION VENTS (4) 1 1I o i 117/e" TJI JOISTS 1
I I 117/8" TJI JOISTS I 360 SERIES I ( w
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8„ 12'-44" 12'-8 " 9'-6" 14'-8" 8" I WITH EXISTING W
III III
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4'-0"
EXISTING FOUNDATION ANCHOR AND BOND TO EXISTING W
WALL TO REMAIN
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PROPOSED TILE FLOOR OV RHANG OVER
AS SELECTED PER OWNER REF LACED DOOR UNIT
5068 SLD DR 5068 SLD DR o
- Charles M. Thomas
2'-6" a r c h i t e c t
PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
REMOVE AND REPLACE ALL
EXISTING WINDOWS 'ANDERSEN'
PROJECT
i
EXISTING
CRAWL SPACE
PROPOSED
E F 0 U N D A T 1 0 N P L A N 23'-8" t ' DATE: 2/10/12
PROJECT No.
DRAWING BY. C.M.T.
� SCALE; 1 /4" = 1 '-0" .
CHK BY.
DWG No.
DA - 00 00
4 OF 5
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
I
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R 0 0 M U
F A M I LY
R 0 O M
R
N
3'-4"
L I V I N G to ,1'-6" '
R 0 0 M co
n
8 E D R 0 0 M
20'-8" 5'-0" 6'-2" Charles M . Thomas
a r c h i t e c t
PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
PROJECT
R
BE D R O O M
� Q
o
E F I R S T F L 0 0 R P L A N
0
1 SCALE: 1 /4" = 1 '-0"
DATE: 10/10/11
PROJECT No.
23'-8 DRAWING BY. C.M.T.
"
CHK BY.
DWG No.
5OF5
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS„ AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WIHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS,
r+
TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 -.Y .,�•"
CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS
RAFTERS AND CEILING PIPING - R 6 02. 7. 2 STUCTURAL MEMBER ALLOWABLE
�
JOISTS OR APPROVED DEFLECTION 0 (T.".� t ,
ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180
SLOPES THAN 4 W/NO TOP PLATES °�'V�
C.: r
FINISHED CEILING go /,
SECOND STORY TOP PLATE- TABLE 3.1 ATTACHED TO RAFTERS ✓t °" �:� ��. `
W
TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALL HN STUD INTERIOR WALLS AND H/180
JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS `
FLOORS AND PLASTERED L/360 STUD
BE CUT OR NOTCHED
FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- BORED HOLE MAX CEILINGS
SEE DRILLING AND SEE DRILLING AND DIAMETER 60% a ALMEBERS STRUCTURAL L/240
BORED ER 40%AX o
NOTCHING PROVISIONS OF STUD DEPTH
BOTTOM PLATE WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH
1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE „
/ / NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE
i �ALL
NAIL AT 6" O.0 WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / ILo T PANEL EDGES _
5/8 MIN. TO EDGE
8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 �
FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED
BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH
TOP PLATE BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (C1) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the M
OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loods for hte purpose of the determining BORED HOLES SHALL NOT w
AND 3.3.1.4 BRIDGING d NAIL AT 6" O.0 ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o
BEARING ALL PANEL EDGES g CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE
BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the len ht
WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO
1 IN.x4 IN. RIBBON 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED
walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn
LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not z
BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o
OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall In
INSTALLED IN ACCORDANCE WFCM 2001 SB C HIGH WIND ED I TI 0 N not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2001 SB C HIGH WIND EDITION
SILL PLATE JOIST ,o •. 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1
CRAWL SPACE °� 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3. 1 . 1 FIGURE 3.3B COVER
BR IINEGG AD ADJUSTMENT FACTORS BY ROOF SECTION 3.4. 2. 1 . 1 FIGURE 3.3 A
OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS
FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL
SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NIONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS
FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf
PLATFORM FRAMING (INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2
BEARING WALL EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 r-.
2x4 CONTINUOUS
D LATERAL BRACE AT 6 O.C. W
NON- BEARING WAILLS: R602. 6 �� CX �2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) W 0
TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED
WIND-BORNE DEBRIS PROTECT`ION FASTENING SCHEDULE
2-10d NAILS (/) Uj (v
FOR WOOD STRIUCTURAL PANELS I K ROOF FRAMING DOUBLE TOP PLATE
TRUSS OR CEILING JOIST CD W
F A ST E N E R S P A C I N G SEE STUD TO RAFTER z
FASTENER 2 FEET 4 FEET 6 FEET SECTION A-AIOR STUD TO STUD DETAIL GABLE END TRUSS 3: 1: 0
T
PANEL SPAN PANEL SPAN < PANEL SPAN < PANEL SPAN BLOCKING c PLE TUD T PICEC O
TYPE 4 FEET 6 FEET 8 FEET 1/2" SPACING ENDWALL ONNECTORS Q
� 2 FEET A A R QUIRED (�
'`Lbws � 10-8d �
WODdt
# » » » HOLDDOWN
SCREWS 16 16 12 9 INSTALLATION 1 NAILS
HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10 O.C. o Q
2 1/2" 8 „ WA STUDS I- -
UU NOTE: 2"x4" BLOCK NAILED TO EACH
WO D S REWS 16 16 16 12 ATTUH�DWARE ° ° CORNER STUD A A UPLIFT CONNECTION IS REQUIRED -
° CONNECTED TO BLOCKING Q BRACE WITH 4 10d NAILS z
a. THIS TABLE BASED ON 110 MPH WIND SPEED'S AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD Q W
(PHD5) ° AT BOTTOM OF HEADER STUDS IN
b. FASTENERS SHALL BE INSTALLED AT OPPOSII��G ENDS OF THE WOOD STRUCTURAL PANEL. o ° o NOTE: SIMILAR N UP ADDITION TO CONNECTORS AT
o ° CONNECTION AT Co EC R 5d COOLER NAILS AT 7" O.C. 0
c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. R UIR WALL STUDS AND AT TOP AND Z
° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP
d. WHERE SCREWS ARE ATTACHED TO MASONRY' OR MASONRY/STUCCO, THEY SHALL BE NAILS COMMON 6' D.C. W -
ATTACHED UTILIZING VIBRATION-RESISTANT ANCIHORS HAVING A MINIMUM ULTIMATE ° ° NAILS AT 6' D. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 65
WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL END WALL Q
e. WOOD STRUCTURAL PANELS SHALL HAVE A WINIMUM THICKNESS OF 7/16 INCH (11.1 m) ( WFCM FI GU R;E 3. 7b) CONNECTIONS FOR OPENINGS Q W
SUBFLOOR -�
EXTERIOR WALL STRAPPING SCHEDULE = I 8d NAIL AT 4 O.C.oc ENDWALL STUDS
AREA HOLODOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO 10TES FACE OF FOOTING
w CEILING BRACING GABLE ENDWALL
I
NAILS
RIDGE SIMPSON CS-20-40 INCHES MIN, 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST af w 12" MAX. (WFCM FIGURE 3. 7a)
RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER 0
� p
BASS TO STUD CONNECTION I , N �' SH LDRERWAL REQUIREMENTS TO PLATES p u_
FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 4D-8d 1005 LB PER EVERY STUD � � 1✓ �.
CONNECTION r'�� TOP PLATE Q Wo
STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD .� PROVIDE RAFTER TO RIDGE TENSION STRAP
4-8d TO PLATE It ° 0 H NO CEILING
NOTES: ° ° H/2 BUT NEED JOT // DIAPHRAGM CENTER T BLOCKING RIDGE HANGERS E USE 8-8d COMMON NAI S o
o EXC ED 15 FT. AX. �\� EXCEED 40EFTD M�T. REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT / �'
ALL STRAPPING INDICATED MEETS OR EXCEEDS THE RIEQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL STRAPPED TO TOP EACH END OF 1 -1 4 o
CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EA'VE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o ° 15/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP
HOLDDOWN CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING (OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN.
NAIL PENETRATION INTO FRAMING IS ACHIEVED. (PHD5) o o° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Q
TRANSFER SHEAR
INSTALL THROUGH FIRST FLOOR SHOE. o FLOOR TO FLOOFOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING0
a
'k
DOUBLE 1 PREFERRED METHOD ° z
AT 1HAko�wdRE CONNECTION
RAFTER Q w
° J
HOLD DOWN 8d NAIL AT 12" O.C. ON o
ALL FRAMING MEMBBERS
ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL ED1GES
20 GA. STRAP- WINDOW AND DOOR OPENINGS: GYPSUIM BOARD Z
W RIDGE BEAM
1 (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT .N M
14" WIDE MIN. 3.7a & 4.7b) PH 24„ O.C. RIDGE TENSION STRAP DETAIL- �
Cn
W 8 8d NAILS
TABLE R301 . 5 NOTES
O U N
EACH SIDE FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. r_
SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING '^
8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O
O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5
EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND
SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE r-
WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }�
000 NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI )
WCFM HIGH WIND EDITION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2
FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z
(A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD
BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE ~
REQUIREMENTS. o�
GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE
8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND ^ °
" SIMPSON STRONG TfIE HDU 61' O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 U) Uj
S i m p s o n Strong - Tie SIZE PER MOST RECENT A LOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. "'
� I ALL PANEL 8. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION ATa)
A35 Chimney Framing TABLE R301 . 2. 2. 2. 1 ° EDGES) ANY POINT ALONG THE TOP DECKS 40 V
e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR
WOOD STRUCTURAL WALLS.. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 co
3 ROOF RAFTER RIDGE DETAIL- ® DEAD LOADS PANEL R INSTALLED
ALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L. x
CCO D CE TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o
3 SCALE: N.T.S. NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED
(TABLE 3.1, WCFM 20G1 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20
_ ROOF CEILING ROOF CEILING LOAD REQUIREMENT. C>
DEAD LOAD DEAD LOAD HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS
ROOMS OTHER THAN SLEEPING ROOMS 40
„ z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR
WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. 0 ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR
ALL FRAMING' MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30
ROOF ONLY 1.0 1.2 AT PANEL EDGES AN WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE
B INSIDE CORNER DETAIL
12" O.C. ON ALL ( ) PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
ROOF PLUS ONE STORY 1.0 1.1 FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
, e
CONTAINING A RECTANGLE 42 INCHES (1067mm)• HIGH OR GREATER
AT PAN.ELEDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO.
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200
Simpson Strong- TI e TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS
HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS
MET:
EXTERIOR CORNER R N E R FRAMING 1. THE ATTIC AREA
OPENING S ACCESSIBLE BY A U 0 STAIRWAY
2CORNER BRACING DETAIL OR FRAMED IN ACCORDANCE WITH sECTION 8071AND
2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN
2:12.
h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
3 SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING
ROOMS.
(TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the `
( TABLE 3. 1 WFCM HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American
CONNECTIONS ESIS G E AL SEAR LOADS Forest and Paper Association. Non Structural lements are based upon the New G E N E R A L N 0 T E S. "` �`', 1� ���
NAILING SCHEDULEYork State 'RESIDENTIAL CODE January 2010. `� '
MAX, ANCHOR BOLT SPACING (INCHES) i I
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, a .
RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301,2(1) on municipal, local zoning and building codes and ordinances
NUMBER OF NAILS NAIL SPACING " sheet no. 1 having jurisdiction and best standards of construction r '
JOINT DESCRIPTION 1/2 ANCHOR BOLTS 30 9 j
All non practice.engineered lumber to be Douglas Fir 2 or better
LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 g g # P 1"' }
Wind Limitations-Section R301,2.1 The American Institute of Architects Conditions shall apply
RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPT10N5 IN TABLE 3.2
4-8d PER RAFTER Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2. for Wind-Born Debris to all work performed on this project. * , d �
2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE 11 N4
CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any
3, TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR Dead Load-Section R301,4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect
CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Live Lood-Section R301.5 prior to commencement of construction, The Contractor shall be
IN TABLE 3,17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER, Light and Ventilation-Section R303 responsible for corrections not reported once he has started work
CEILING JOIST OVER PARTITIONS' FACE-NAILED I 9-16d EACH LAP 4, FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALU FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL g
Minimum
CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Room Area-Section R304 except for hidden job conditions, z
6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o
COLLAR TiE TO RAFTER FACE-NAILED TABLE 3.10 WFCM 2001 HIGH WIND EDITION equipment Incorporated in the work will be new, and that all work -
Sanitation-Section R306
BLOCKING TO RAFTER TOE-NAILED �'' i i ! 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR ''WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period
Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. ~
TRIM 'BOARD TO RAFTER END-NAILED i' ' 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Carports-Section R309 4. The Architect shall not be'responsible for the construction means, n
OR PANEL SIDING FOR 8d ,COMMON NAILS method sequences -
Emergency Escape and Rescue Opening-Section R310 techniques, q ences or procedures, or.for,the safety
! WALL FRAMING (SEE NOTE 11 ANCHOR BOLTS)
Exit-Section R311 precautions and programs in connection with the work, and he [ifwCHEs O.C.) i " Londing-Section R311.5.4 shall not be responsible for the contractors failure to- carry out U
TOP PLATE TO TOP PLATE FACE-NAILED I 2-16d (SEE NOTE 1) PER FOOT 4' PERIMETER 16 E I Ramps-Section R311.6 the work in accordance with the construction documents. The N
TOP PLATE AT INTERSECTION FACE-NAILED (- I. ` 4-16d JOINTS EACH SIDE EDGE ZONE F Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by w
Handrail-Section R311,5.6 the contractor No changes shall be made in the documents
STUD TO STUD FACE-NAILED 2-16d 24' O.C. INTERIOR ZONE 16 F 6 Guards-Section R312 and/or the building as designed without the expressed written o
12 (SEE NOTES 2) Smoke Alarms-Section R313 consent of the Architect.
HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES E ! 4' s E N a Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous
GABLE ENDWALL RAKE AND RAKE TRUSS F Flame Spread and Smoke-Sectlon R315 insurance coverage statutory policies (Worker
TOP OR .BOTTOM PLATE TO STUD (END-NAILED) I 2-16d PER 2X4 STUD Insulation-Section R316 (n
F- NAIL SPACING AT E= NAIL SPACING AT PANEL
LEDGE (IN)
IN THE PANEL FIELD (IN) j Dwelling Unit Separation- R317 Compensation, etc.) and general liability in an mount not z
3-16d PER 2X6 STUD 9 P less than S 5 million and automobile liability and damage o
4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4,FEET ON EACH Moisture Vapor Retarders-Section R318 �
I' SIDE OF THE ROOF PEAK. THE 4 FEET PERIMETER EDGE ZONE {ATTACHMENT REQUIREMENTS SHALL BE USED. coverage not less than $ 2 million. The Architect shall be j
2-16d SEE NOTE 1,2 PER FOOTrotection Against Decay-Section R319
2. TABULATED 12" O.C.O.C.'NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING named Insured On any and all policies. w
FACE-NAILED ( ) MEMBERS WITH G>0.49.:FOR FRAMING MEMBERS WITH 0.42<G<0,49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320
FLOOR ;FRAMING TO 6 INCHES o. C. i { I Site Address-Section R321 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous
3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation of all perimeter sills.
MEMBERS WITH G>0,49.;FOR FRAMING MEMBERS WITH 0,42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All wood In contact with concrete Or masonry to be Wolmanized j
JOIST TO SIL TOP PLATE TO GIRDER TOE-NAILED !! { 4-Sd PER JOIST ! Flood Resistant Construction-Section R324 or pressure creosoted.
TO 4 INCHES 0, C.
2-8d 4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 8. A single station smoke detector alarm device shall be Installed
BRIDGING TO JOIST TOE-NAILED EACH N MEMBERS WITH G>0,49,-FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Foundation-Chapter 4 in each bedroom. On all floors and shall be all interconnected per code.
3-16d To 3 INCHES o. C. P 9. All bathroom without operable windows to be mechanically ventilated
BLOCKING TO SILL OR TOP PLATE TOE-NAILED Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code.
LEDGER STRIP TO BEAM FACE-NAILED 3-16d q I at 3000 pounds TABLE 3.10 WFCM 2001 HIGH WIND EDITION per square foot. Contractor to consult Arcitect if different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor
THREE SECOND OUST found excavation, designed air-temperature of 0 degrees F. and 15 MPH wind, O
JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST VMD VEED(MPH) 85 90 1 o0 oun upon excavaon,110 120 130 140 150 11. All electrical work to be in accordance to the rules and
or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is
BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST E FIE FIE FIE FIE FIE FIE FIE F 9 SHEATHING RAFTER Foundation Notes: to be presented to the Owner at the completion of the job.
12. Plumbing Installation to comply with State and Local codes UJ O
BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing
SPACING OR 10 D BOX NAILS (INCHES O.C.) „ , „ and the sewage disposal system to meet Health Department standards. LLJ
SEE NOTE 1) INCHES OC 8 poured concrete foundation wall, 8-0 high, 3000 # test 13, Do not scale drawings. Use figure dimensions onlUJy, IN
ROOF SHEATHING ( ) Minimum depth-Section 403.1.4, 48' minimum coverage to to of footing 9 g y
12 6 12 6 12 6 12 12 1z 2 12 12 P 9 P 9 14. All work to conform to the rules and regulations of the New York
8d (SEE TABLE 3.10 INTERIOR 1 6 12 6 12 6 12 6 12 6 11216 12 6 12 6 12 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double
STRUCTURAL PANELS ZONE 1 112& 12 6 12 1215 122 .,
24 2-1 3/4 x11 7/8 Microlom Girder (or 3 1/2 x11 7/8 Power Beam) glazed and all exterior door to have insulated cores. (�
DIAGONAL BOARD SHEATING PERIMETER 12 6 12 6 12 6 12 s 1 6 2 6 1 2 6 6 6 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The Insulation protection as indicated on these plans exceeds Z
» " 2-8d PER SUPPORT EDGE 6 2 s 6 3 3 + 6 . Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. _ Q
1 X6 OR 1 X8 ZONE 2 s S S , 3000 test 16. These drawings and specification are instruments of service and
24 12 30"x30"x12" deep poured concrete column footings, # 9 P
1"X10" OR WIDER 3-8d PER SUPPORT GABLE ENDWALL RACE OR RAKE TRVSS W ooKouT BLOCK 6 6 6' 6' 6' 6'6'6' 4 4 - - - - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project for O
CABLE ENDWALL RAKE OR RAKE TRUSS w/o RACE owRrlANc s s s s s 6 6 6 6 6 6' 6' 6' 6' 6' 6' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used Q
CEILING SHEATING BOARD SHEATHING on any other project except by written authorization of the Architect. U
5d COOLERS 1" EDGE 10" FIELD SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished grade 17, Architect has not been retained for site supervision, on-site
GYPSUM WALLBOARD / TRUSS MINIMUM NUMBER OF 8d COMMON NAILS inspection and certifications as required or requested by the Owner, 0
SPACING OR 10 D BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil contractor or local building department.
WALL SHEATHING (SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing 9 P
1 X 6 OR 1 X 8 SHEATHING 12 - 19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or in freezing water. O
STRUCTURAL PANELS 8d (SEE TABLE 3.10 N X ID OR LARGER SHEATHING 12 - 19.2 313131 ,31313 3 3131 3 3 3131 3 3 3 Provide 3 1/2' steel lolly columns. Q
Backfill shall not be placed against the wall until the wall has sufficient -
FIREBOARD PANELS E- NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS
7/16" 6d 3" EDGE 6" FIELD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) braced to prevent damage by the backfill (Section R404.1.7.)
1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH USE SIMPSON STRONG-TiE CONNECTORS
„ » SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method.
25 32„ 8d 3 EDGE / 6 FIELD 2• TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND �'
5d COOLERS 1" EDGE 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502.12 INSTALLA11ON MANUAL FOR HIGH WIND RESISTANT Q w
GYPSUM WALLBOARD / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02
FOR COMMON NAIL z Q
HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE 8 Floor Construction: ANCHOR BOLTS IN FOUNDATION USE:
TABLE 3.11 WFCM 2001 HIGH WIND EDITION) plywood p SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie LLJ, -
PARTICLEBOARD PANEL 8d SEE TABLE 3,11 � 3/4 pl ood subfloor, fasten per Table 3,1 WFCM.
Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING 0
DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND U210 2X6 UJ
Fasten per Table 3.1 WFCM. I . '
» » 2-8d PER SUPPORT LOADS EXPOSURE B 2-2x6 ACQ sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q W
1 XIS OR 1 X8 Finish floors per agreement. LTP4 16 O.C. AT EXTERIOR PERIMETER !V
3-8d PER SUPPORT SHEATHING LOCATION STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/201
1"X10" OR WIDER OR PANEL SIDING FOR 8d COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END
FLOOR SHEATHINGNOTE Wallfroming and finishing shall be nailed and or screwed In accordance with
(INCHES (SEE NOTE 3) (t 2 ANCHOR BOLTS) WFCM, Table 3.1 table 3.36,sections 3.2.2.1, 3.2,2.2, 3.2.2.3, 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: NOTE:
STRUCTURAL PANELS 4" EDGE ZONE E 6 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C.
F 12 SEE NOTE 2 Overhangs as noted. USE (4)-8d. NAILS AT EACH END ATTACH LEDGER TO FRAMING
1' OR LESS 8d 6" EDGE / 12" FIELD 1 E 6 Vinyl vented soffits, ( )
lOd 6" EDGE 6" FIELD INTERIOR ZONE 16 F 12 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG
GREATER THAN 1" Tyvek housewrop. »
1/2" plywood sheatln , see fastening schedule, Table 3.1, 3.9 WFCM. MTS 36, 16 O.C. BOLTS AT 16" ON CENTER
DIAGONAL BOARD SHEATING g g USE (4)-8d NAILS AT EACH END
2-8d PER SUPPORT (TABLE 3,11 WFCM 2001 HIGH _WING) EDITION) 2x4x Studs ® 16 o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE:
1"X6" OR 1"X8" WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board MSTA 36 16" O.C.
1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE B 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END
THREE SECOND CYST „
1MND SPEED(MPH) 85 90 100 110 120 130 140 150 1/2 MR GWB in wet areas Simpson Strong-Tie
1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURAL SHEATHING At least one window in each sleeping room shall comply with the exit reqirements RAFTER TO STUD CONNECTION USE: p
NAILED 3" ON-CENTER AT THE PANEL EDGE E FIE FIE FIE FIE FIE FIE FIE F of section R310,
TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD MTS 36, EACH ROOF RAFTER U210 X I- N
Note drilling and notching limitations In figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST �
LOCATION SPACING MAXIMUM NAIL SPACING FOR Sd COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: z
ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) Follow exterior corner framing detail figure R602.10.5 H7 EACH ROOF RAFTER °� Q
SHALL BE USED TO MAINTAIN THE LOAD PATH. (SEE NOTE 1) 9 g 4-1Od x 1 1/2 U 7)
2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 12 6 12 6 12 12 12 12 6 12 12
1 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 1 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE:
ZONE PBS44A FOR EACH POST
TO BE REDUCED TO 1-6d NAIL PER FOOT. 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section
PERIMETER EDGE 12 6 12 6 12 6 12 6 6 1 6 6 12 6 12 R905.6) z
16 s 12 s 12 6 12 6 1 s 12! DECK POST TO GIRDER CONNECTION USE:
SIMPSON ZONE 4 12 12 1z 1 2 6 1 s 2 6 2 Underloyment application (Section R905.2.7.)nailing see table 3.8 Q W
For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST o _J
SIMPSON H-8 USE W/ONLY e" ANCHOR BOLT 14" BOARD SHEATHING OR LAP SIDING percent slope),
5- 8D TO STUD ONE SILL ( ) SHEATHING SIZE RAFTER PGIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie
4- 8D TO PLATE PLATE IN BP-3 PLATE TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST
7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underloyment °,• U210 2X6
(EVERY STUD) STUD TO SI1 (SEE NOTE 1) (INCHES OC) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE:
ATTACH T (SEE ANCHOR SCHEDULE, 1 X 6 OR 1 X 8 SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 D, AT EACH DECK/PORCH JOIST
ON DWGS A-3.1 AND A-3.21 1 X ,O OR LARGER SHEATHING of PS720 (ALIGN WITH I JOIST BELOW)
1 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 underlayment felt layers with and starting at the eaves , fastened sufficiently to
SIMPSON E- NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 4-J
F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, PORCH ROOF RAFTER TO GIRDER USE:
5/g PHD5-SD53 1. FOR WALL SHEATiNG WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping H2.5A AT EACH ROOF RAFTER W
14 SDS y" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. 4-1Od x 1 1/2
( ) 2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATiNG ATTACHED TO STUD FRAMING MEMBERS WITH SUCC@SS1V@ Sh@@tS 19 Inches (483mm), and fstened sufficiently to hold In pIOCe, (� �
' 7" MIN EMBEDMENT G>0.49. FOR FRAMING MEMBERS WITH 0,42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in telve (12( units. TYPICAL PORCH DECK LEDGER V N
(SEE FOUNDATION PLANS A-3.1 AND 3, FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED
cD ,• FOR COMMON NAIL Ice Protfction Section R905.2.7.1
P p • A-3.2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B ( ) CONNECTIONS �.,
°,�;.",•�'•'D ,Q " (MINIMUM DOUBLE STUD) Underlayment In High wind (Section R905.2.7.2) O
• SIMSON STRONG - TIE Flashing (Section R905.2.8)
°�14 �• .° a o' 'Q I » >' Chimney and firespaces - Chapter 10
STU Y2 BEARING PLATEr.
1 1/4 COIL STRAP - 16 O.C. DOUBLE 2X MIN.
Energy Efficiency - Chapter 11, see attached report
o • o •4 °. �b °• Mechanical - Chapter 12 I"'� •F�
D a G USE 4-8D NAILS -@ EACH STUD P FOR HEADER OR
D ,'e ••a, p• ,Q 4• �I:a 4• •4 ' General Mechanical System - Chapter 13
° Heaitng and cooling equipment - Chapter 14 BEAM �
_ „ Exhaust Sustem - Chapter 15 •� z
y D D AD ;a°^t • ° ,,�• °�,o• °'I 'a..° e N,D Duct System - Chapter 16
DOUBLE TOP PLATE MTS30 ROOF RAFTERS _ AiC4 son Strong-Tie
° ° .° ''� s° •d° •s° a "e Chimneys and I VentsCha Chapter 18cc
v, °�1 C yt��;'�4 D SSP Plumbing - Part VII AT EACH POST a.,, "
. JC
', }_.�, •° SEE PLAN o ,
1 3/4" IMUM aDD;; U w
A . •:= a cry
EDGE DISTANCE ';•44 y' °° \HEA[DER a
o, e LSTA21 " Simpson Strong-Tie
FLOOR TO FLOOR ° KING STUDS CS20 I%" COILED )/2„ THREADED ROD L
CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2
JAC11� STUDS OVERLAP AT EACH CZL X
SIMPSON STRONG - TIE STUD '�
m
1 1/4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER o
SIDECOVER n-
16" O.C. USE 4-8D 10
00 •
NAILS AT EACH STUD
I MIN EDGE
MIN OVERLAP IS 12 JACK 0 SILL
® - - - -
DISTANCE*
' RT2.5
SIMPSON STRONG-TIE •"� •
{'� •o° �•:� SHEET NO.
M TS36 OR 1 1 /4" STHD8 `'' "�a d : : •• :;•p :. ; MIN EDGE
COIL STOCK •� DISTANCE*
FLOOR T O FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS
WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR CON N ECTI ON S� AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR
MIN. OVERLAP IS 12 ! RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL INSTALLATION
SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER C,ON D I TI ON
• 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS
RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT