HomeMy WebLinkAbout34510-Z f`guFFOt,� Town of Southold Annex 7/31/2011
54375 Main Road
Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 35106 Date: 7/31/2011
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property; 1625 ORIOLE DR SOUTHOLD,
SCTM#: 473889 Sec/Block/Lot: 55.-6-15.21
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
3/12/2009 pursuant to which Building Permit No. 34510 dated 3/18/2009
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 story dining room addition to an existing one family dwelling as applied for.
The certificate is issued to Carier,Kimberly
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 34510 7/22/11
PLUMBERS CERTIFICATION DATED
AuthqOzed Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y. '
BUILDING PERMIT
(THIS PERMIT- MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. . 34510 Z Date MARCH 18, 2009
Permission is hereby granted to:
KIMBERLY A CARTER
1625 ORIOLE DRIVE
SOUTHOLD,NY 11971
for. :
CONSTRUCTION OF ONE STORY ADDITION TO EXISTING SFD PER APPROVED
PLANS AS- APPLIED FOR.
at .premises located at 1625 ORIOLE DR SOUTHOLD
County 'Tax Map No. 473889 Section .055 Block ' 0006 Lot No. 015 . 021
pursuant to application dated MARCH 12, 2009 and approved by the
Building Inspector to expire on SEPTEMBER 18, 2010 .
Fee $ 200 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
TOWN OF SOUTHOLD D
BUILDING DEPARTMENT
TOWN HALL MAR 2011
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPA.14CY BLDG.DEPT.
TOWN OF SOUTHOLD
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%dead.
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. Apcurate 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. I I
New Construction: V Old or Pre-existing Building: (check one)
Location of Property: (Oa.5 OriOIC DI-I ye
House No. Street Hamlet
Owner or Owners of Property: yrtbr dy A, CQ rlc r
Suffolk County Tax Map No 1000, Section Block Lot al, ba.j
Subdivision Filed Map. Lot:
Permit No. '--Y} 151 lD Date of Permit. 3 18 D Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: V/ (check one)
Fee Submitted: $ L50 o no
6L �4 12�1_\U� ()/Z/,"Oj/Ij
Applicant ignature
SOUjyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 G Q
Southold,New York 1 1 97 1-0959 '� roger.richert(a)-town.southold.ny.us
COU
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Kimberly Carter
Address: 1625 Oriole Dr City: Southold St: NY Zip: 11971
Building Permit#: 34510 Section: 55 Block: 6 Lot: 15.021
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: as built DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: T141 V11 Date: July 22 2011
81-Cert Electrical Compliance Form
Of SOpjyolo
3 � Sl o 7----
courm,��'Q
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
Al"
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
P
' C
Q
DATE �7 �`� INSPECTOR
OF SO(/T�olo
UMY,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FO ATION 2ND [ ] INSULATION
[ RAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS.
DATE INSPECTOR
r
OF SOOTyolo
z
coulm,
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
REMARKS:
DATE INSPECTOR
pF SOUI�o`o
b
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
REMARKS:
c o �-o o®
DATE INSPECTOR
Of SOOTyo�
0 # #
N ie
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
REMARKS:
DATE I INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST) 6
------7------------------------------
K
FOUNDATION(2ND)
O
H
ROUGH FRAMING&
PLUMBING \
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INSULATION PER N.Y. '
STATE ENERGY CODE (\
CAAt� ��
FINAL
� D ,
ADDITIONAL COMMENTS
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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. 0 Check
Septic Form
N.Y.S.D.E.C.
Trustees
p Flood Permit
Examined !0 ,20 0 f Storm-Water Assessment Form
Contact:
Approved 120 Mail to:
Disapproved a/c
�y Phone: J
Expiration / / 120
F2 C 2 O V E Building Inspector
15 LS U PPLICATION FOR BUILDING PERMIT
MAR 12 MOM Date , 20
INSTRUCTIONS
B1DG.DEPT.
pletely 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, and regul 'ons, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature f applicant or am ,if a corporation) .
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
. 0 Ganef
Name of owner of premises w.11�
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Naive 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-
C,CoZS cpf l C) NI-1 ( ("T cl.
House Number, Street Hamlet
County Tax Map,No. 1000 Section Block "LO� t ( 7
Subdivision a i' o.n, ;,;, ��KT1i l,cLs�
f�of
Filed !I
.� �'�,�il± ; ._� �-rye:%•w.r a..__
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost% 6-0,, 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 business, commercial or mixed occupancy,,specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front H, > Rear -1 o Depth
Height Number of Stories ;
N
Dimensions of same structure with alterations or additions: Front —Rear- —
Depth Height Number ofi'5tWies
8. Dimensions of entire, new construction: Front 2 I ` Rear I °°'a `Depth' Z� U
Height 44 Number of Stories K�
7Ci7;3 rlii f�
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner U-I I A-
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO--&
13. Will lot be re-graded? YES NO�Will excess fill be removed from premises? YES NO
14. Names of Owner of premises �; � C 0 Address Z hone No. 0( _ 7(0S
Name of Architect C C)eA Ct:gn,e Address �4 Rx-x -Kcv-Q Phone No `3(G 977 Z-2v0 y
Name of Contractor Address GAO r,c-kSe12v:�fPhoneNo. 6�1-4l2Z-gtgO
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO�
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK).
SS: — -
COUNTY OF ,Al(<,
t 6 e f r' being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sighing contract) above named,
(S)He is the 0L"i f r
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn t fore me this
CW11 day 00(n l 206q
JUSTIN LOVETT '
Public,State of New York
tary Public Qual �in Suffolk CountyUILUDIV-1 IOU Sign ure of Applican
Commission Expires.August 4,2012
�o'of
SO�jyQl
0
Town Hall Annex J Telephone(631)765-1802
54375 Main Road ax(631)765-g5Q
P.O.Box 1179 G Q roger.richertCc.town.southb]A.ny.us
Southold,NY 11971-0959
'r4UNT1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name:
Name:
License No.:
Address:
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: lmhodhl
*Address: 1ti2..� O,rcalp �rN� �t�uI��l� fly I�Q /
*Cross Street: Li Sa iJt�Uc_
*Phone No.:
Permit No.: *m 510
Tax-Map District: 1000 . Section: C)55 Block: p� Lot:-()15,pal
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) A'4'4A'04 LAA)
(Please Circle All That Apply)
*Is job ready for inspection: YES / NO Rough 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 Information: PAYMENT DUE WITH APPLICATION
.82=Request for Inspection Form 'G
TOWN OF SOUTHOL'D PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST. SUB. , LOT 1 L�
le t� t
ACR. REMAR S
TYPE OF BLD.
3
I� PROP. CLASS
0
LAND IMP. TOTAL DATE 3 �9q _
Opp1 v 3U `7Z - G���1e✓ iAl
�za �
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
�G � 4
BULKHEAD HOUSE/LOT
TOTAL .
s
■■■■■■■■■■■■MME■■■■■
■■■■■■■■■■■■■■■ ■■■■
■NONE■■■■■■■■■■MOM
Fire Place
Rooms 1st Floor
Rooms 2nd Floor
Ext. Walls
•
�05 � Town of Southold
1 Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT
� ENT FORM
col PROPERTY LOCATION: S,C.T.M.sf: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
STORM-WATER,GRADING, DRAINAGE AND EROSION CONTROL PLAN
District Section 131ock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
----------------------------------------------------
Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No
----------------------------------------------------
Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ❑
(This item will include all run-off created by site clearing and/or construction activities as well as all Site
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ❑
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl —
3 Will this.Peoject Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ k
Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? �\
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of F
X
Five Thousand(5,000)Square Feet of Ground Surface? —
5 Is there a Natural Water Course Running through the Site? ❑
Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? —
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to M
One Hundred(100')of Horizontal Distance? —
7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off F
X
into and/or in the direction of a Town right-of-way?
$ Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑
any Item Within the Town Right-of-Way or Road Shoulder Area?
(This item will NOT include the Installation of Driveway Aprons.)
9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? F
X-
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading,
Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit!
- ----------------------------------------------------
EXEMPTION: Yes No
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! _
————————————————————————————————————————————————————
STATE OF NEW YORK,
COUNTYOF........................................... SS
That I, ..... \ll a�j�(� �.......CG,�. ............... beulg duly sworn,deposes and says drat he/she is the applic uit for Permit,
(Name of individual signing Document)
And that lie/she is die .............................................
1!n' .............................................................................................
(Owner,Contractor,Agent,Corporate Officer,etc.)
Owner and/or representative of the Owner of Owner's,and is duly audiorized to perform or have performed the said work and to
make and file dhis application; that all statements contained in dvs application are U-ue to the best of his knowledge and belief;and
that the work will be performed in die manner set fordh in die application filed herewlith.
Sworn to before me his;
.....................�"f....... ... ..... day o —
6!�G .................. 20ClgJ
C Cc
JUSTIN LOVETT
Notary Public,State of New York
Notary Public: .............. � ........ No:01L061®1450 l%1.'
County
�.... ..
Qualified in Suffolk (signature f Applicant)
ornmission Expires:August 4 2
FORM - 06/07
BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:3 /1Q/06/8*Date 6109
Applicant: k I. �21' I' Owner: 'SAfK-Q-
Architect/Engineer: `MN Q,\1aj0 Anaa ,stimated Cost: /5—e e) J
��
SCTM# 1000- S5 - � - <S � Subdivision: Zone: Conforming?
Property Address: JLOa5 �b'� O �-2� �� �d City: Pre COs? /Jb
Buildin Permits (Open/Expired): BPI qk /C/o Z-1 6p,Info: ti b ��BPR V C/o Z- Informs'
13 /C/o Z- Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info:
Single & Separate Search ReVuired? Y or etercnination:
REQ. Lot Siz : Ct) tjb-b ACT. Lot Size: I 7 REQ. Lot Cov. ACT. Lot Cov.
REQ. Front ACT. Front %3P REQ Side ACT. Side RE,Q. Reax-Z— PROP. Rear4c,2
REQ. Height .7 ACT. Height
l
Project Description:
Waterfront? Y orx
If yes, water body: Panel# Flood Zone: Bullchead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED
Suffolk County Health: Y or X/- If yes, *Bed#: *Date: _/_/_ *Permit#: Town Septic: Y or I
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: PRE-DEC 9/1/75 Y or N/- Date: / / Permit #: or NJ Letter— Notes:
Southold Trustees: Y or 1 - Date: /_/ Permit#: or NJ Letter— Notes:
Southold ZBA: Y or/- Date: / / Permit#: —Notes:
Southold Planning: Y or/- Date: /_/_ Permit#: — Notes:
Town Landmark C of A: Y or/DTE: / / *NYS CODE Compliance (page 2): Y or N
Notes:
Fee Structure: Calculation:
Foundation: SF 1. ( SF)- NSF)= SF X $ _$
First Floor: SF + Initial Fee: $
Second Floor: SF +Additional Fee $
Other: SF 2. ( SF)- _SF)= SF X$ =$
Total: SF +Initial Fee: $
+ Additional Fee $
TOTAL: $
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 4,"" Wind Speed: 120MPH Seismic Design Category: B
Weathering: Severe J-
_/ Frost Depth: 36" Termite: M-H � Decay: S-M
Design Temp: 11 / Ice Shield Underlay: YES_�Flood Hazards: T�
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED SC TIV
FULL FRAMING DESIGN ELEMENTS:
HEADERS: YIN WALL STUDS: YIN GM-DERS: Y/N
CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN
LUMBER SPECIES AND GRADE: YIN
DESIGN LOAD CALCULATIONS IN
LIVE: YIN DEAD: YIN SNO«': YIN SEISMIC: YIN WIND: Y/N
WINDOW AND DOOR SCHEDULE:
-NIISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE.�Y N
MEANS OF EGRESS:(Z
PLUMBING RISER DIAGRAM: Y/N Q)/ tl�
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: YIN
ENERGY CALLS:1/N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
DRECE . PWE
Am
mn if
BLDG.DEPT.
TOWN OF SOUTHOLD
pF SO!/ryo
Town Hall Annex ~� l� Telephone(631)765-1802
54375 Main Road ! Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 �l • �O
�coum,�
March 11, 2011 BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Kimberly Carter
1625 Oriole Drive
Southold, NY 11971
TWO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
�) Electrical Underwriters Certificate.' eV P 1r�G 3—f G �1/
\ A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval.
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Building Permit: 34510-Z addition
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:UNSS .WITHIN 100[L(T OI TNS tROr[RTY INSTITUTION OUARAMT.[CS ARE NOT TRANST(RASL[
NOWPo-NII HIMcom t0 AOOIFIONAL INSTITUTIONS OR SUOSEOU(NT
No%coast IN AL STST[1T TOR THIS MO/O[Nm D INtRt
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„ ERWRI TER S CERTIFICATE
REQUIRED ,
OCCUPANCY 0
USE IS U FU;
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�--- :' IT OUT _�--� OCCUPANC II
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APPROVED AS NOTED
DATE: �f I� ��`� B.P.##3`f��°
FEE�00' (� BY: U l
VV Y• 1 1 CERTIFICATION OF NOTIFY BUILDING DEPARTMENT AT
ORIOLE _ NAILING & CONNECTIONS 765-1802 8 AM TO 4 PM FOR THE
TIONS FOLLOWING INSPECTIONS:
[�REQUJRED. 1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
- 4. FINAL - CONSTRUCTION MUST
ALL CONSTRUCTION SHALL BE COMPLETE FOR C.O.
MEET THE REQUIREMEPJTS O THE ALL CONSTRUCTION SHALL MEET THE
CODES OF NTti';�YORK STATE. REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
RETAIN STORM CHAP ER 236FF
PURSUANT TO
FALSE VALLEY STRAP DETAIL tm-14i OF THE TOWN CODE.
- TYI'ICAI, `
AT FALSE.VALLEY PAD WIDTII ;
MUST ACCOMODATE CUT END
„ OF RAFTER SERVED.
PROVIDE”GAI,V. FRAMING CONNECTION
AT RAFTERS TO NAILING PAD.
NO ASPHALT ROOFING UNDER AREA
OF LAYOVER. MAINTAIN VENTILATION ITEM AS PROPOSED %
AS PER R-806
LOT SIZE: 22,155.47 SF.
r+nn TO'TAI,AREA
•• V' BUILDING AR:I:A: 1,530 SF.
••'� • 1,792 SF.
m m O1 • �'••ra , �1 NEW ADDITIC)N: 262 SF.
NOTE: m NOTE: m m NOTE: m 6� •'"'• � •• • V
1t •�• • A FRONT YARDS SET RACK: 39.P
ALL, STAIRS,RAILINGS AM) FOR ALL ACQ IJJM13ER �/ moo
I IAND RAILS MIDST COMPLY CONNECTIONS WATER SUPPLY ^t 2� ' '• • e (�
CJSI;Z MAX RATED STRAPS 1 REAR YARD SiT T RACK: 66.16'
DISTRIBiJTION SYSTEMS 0 •. •
WITI I RCNYS SECTIONS • 50.52'%Ro.S'; 131.02'
STAINLESS STEEL PER'TABI,F.S P2903.1,1'2903.2 ^, •®• ; O •"• SIDi:YARD M:T RACK:
m R-311.5.3,R-:311.5.6,R-311.5.7m P2903.6,P2003.7 ``` •
m OR EQUAL m MATERIALS PER TABLES •• I'•• I •
m P2904.4.1,P2904.5 AND P2904.6 m • +� • /�
NOTE: m m NOTE: m �.00
'
• RES check Software Version 4.2.0
IEX"EI;RIOR AND PROVIDE.FIRE.BLOCKING m NOTE: m ••
STAIRWAY II:I,[JMINATION AT CHASE CONSTRUCTION COm llcance Ceitificate
AS PFR.RCNYS AND FLUE,ASSEMBLY MATERIALS FOR DRAINS, • , •!
AS PER RCNYS R-002.R •
SECTION R-311.5.7 WASTE:AND V1?NTS ` • .�
ANDCIiAPTER 10&18 PER TABLEIS P 3002.1 • MICHAEL ANGELONE, P.E.LLC
m DRAFT STOPPING R 502.12 m ® • �� • 4 POND PLACE
a 1 OYSTER BAY, N.Y. 1 1771
mNOTE: m —r m - ` - Sa • TEL: (516) 922-2024
NOTE:IIAZARDOIN GLAZING NOTE: ® • a 55052 •
LOCATIONS SIIAI,I. UI, APPROVI?D ` • ,, Project :
COMPLY WITI I RCNYS MAN. FLUI:MATCRIAI, GRO[7NDING SYSTEMS AND 2 • � ` ��• 2, , Report Date: 3I5/Q9
SEC. R 308.4 AS PER RCNYS CIJAPTER GROUNDING ELECTRODES �
�,� .� • Energy Code: 2007 New York Energy Conservation
m m m m PER E 3507 AND F 350R N i '�'OS ,.�'x • 'J
10 AND 18 • , O y Construction Code "
m og
m �O • 0 O • •� Location: Suffolk County,New York t J
�n 1 F m 0� r ? 3�' • •� Construction Type, Detached 1 or 2 Family ;
O �NOTE: ZQ, a� ' Heating Type Non-Electric � �-�-�' "�
J ♦ p Glazing Area Percentage: 6% j f'
ELECTRICAL,SWITCHES • 5�'' G Heating Degree Days: 5750 E
AT LEAST ONE CONVENIINCF, FOR STORAGE,SPACES m ¢ S��
RECEPTACLE OUTLET TO BF NOTE,:
TO BE PLACED OUTSIDE • �L�
I ROVIDED IN Tf IE GARAGE 0
PER F 3ROL9 THESE SPACES AT • v G RA NGE
WITH GECI Pf R I:3R02.2 TIIE POINT OF I:NI'RANCI. GFCI ARE:TO BE PROVIDED -
0 Construction Site: Owner/Agent: Designer!Contractor
m m m AS PER E 3R03.4 m IN ACCORDANCE fZ
123456 123456
WITII SI?CTION E3802 nuybfst nunudnrudh
m m 23 6A 3
Air
O'
m NOTE: m • 5h 5 ,i !n���
• I!
PROJECT:
ALI.WINDOWS IN SLEEPING M.E.P. m m �n , ` �1
ROOMS MUST I IAVE A MIN. NOTE:
THIS PROJECT COMPLIES Will •
OPENING AREA OF 5.7 SF N • —' �' � o�
MIN.OF 20"WIllT]1 R.C.N.Y.S.T}IE M}'sCIIANICAL CODE CLOTH DRYER N .� `f-,U' �41
AND MIN.24"II1:K;1}1 CHAPTERS 12-24,TIIE PLUM131NG CODE E 3IAUST MUST COMPLY r •� ` ..� Compliance: Passes CARTER
CHAPTERS 3342 AND ELECTRICAL cOnr = }_,,
AS PER R.c.N.Y.S. WI�EII R.C.N.Y.S. tiF.C.M1501 �� � 000'� '
R 310.1.I,R 310.1.2.R 310.1.3 CHAPTERS 33-42 m m rr Ili �,• Compliance: 21.1°�Better Than Code Maximum UA:90 Your 71 �+� �+R •
m m m m • RESIDENCE
•
S 0
` ••� ,' , Gross Cavity Cont. " Glazing ?UA
• +� '� 3 Y Assembly '.' Area or ^ R-Value "R-Value or Door v
Y . k Fr0r05Fb;x r Perimeter > U-Factor x
• � ' .' Y M': +ter } .`j a� x /♦
m m • �+• O�1 Ceiling Flat ceiling or Scissor Truss 262 190 0.0 13 FM APPITION
NOTE.: • '�• (fit � Wail Wood Frame,16'o.c. 540 130 3.1 36
•. �ZJ Window Wood Frame:Double Pane with Low-E 30 .33 10 11625 ORIOLE DRIVE
THESE PLANS ARE IN COMPLIANCE ` �•�` �'10 � Floor All-Wood joist/Truss:Over Unconditioned Space 262 19 0 0.0 12 S O ILI T H OLD, N .Y. 1 1 79 1
WITI I NEW YORK STATE,2007 • 000,00
,�
RESIDENTIAL, B[JILDING CODES
m m ® b
The proposed building represented in this document Is consistent with the building plans,specifications,and other calculations submitted
0�15 with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction (�� �/
` Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best if his/her SHELLS O 1�i L 1 N e.
knowledge,belief,and professional judgement,such plans or specifications are in compliance with this Code.
HOMIE IMPROVEMENTS
S
E) ® 680 Sunrise Highway
T L /"�, West Babylon, New York 11704
----- --- ----- -- ----- --- -�--�---- Phone (631)422-9190 Fax (631)422-9313
SCALE : 11 " = 201
DRAWN BY: W.N. DRAWING NO.
DATE: 2/26/09
SCALE: AS SHOWN
M
i 3
2F-10"}
I-------------I
NEW 4 X 4 A I----------'--I
ACQ POST I I e c ROOF CONSTRUCTION
p ON 12"SQ.X 36"DEEP— — TO BE:ASPIIALT SIJINGLES "
P,C FOOTING - : OVER 1/2"PLYRT).SHEATHINGJ t2 i i s- L 2"X 10"LBD 1,2"LAG BOLT
OVER 2"\8"R.R.(n 16"O.C.
yrh,; A i 1 " WITH ICESI111:LD ON "
I I = STAGGERED AT 16"O.C.
1 V 1 o COMPLETE ROOF
3'-0" EX. BEDROOM n-t TIOICAL ROOF NTNTING
TYP
- I N ra I ,. . - - •
NEW 12"WIDE 36"DEEP
.. 72
P.C. FOUNDATION AIR ENTRAINED
Wi 5'8"O ANC IIOR BOLTS VENT I I:NT D-6 D-4
M1N.7"EMBEDMENT I 2"X 6"LBD 112"I AG BO1,T
STAGGERED AT 16"O.C. 2'-0" F-0" ) ALUM GUTTERS
FROM CORNERS
I ) AND LEADERS
45"O.0 VI'i 3"SQ.WAStIFRS(I'YP) . ' I O � � I\ t 2"OVER RANG
BLOCK ABOVE,GRADE:ALL CELLS NTtt'2"X 8"('.J.
= 2"X 6"LF31)1 12"I.AG BOLT
FILLED SOLID(2)2"X 6"ACQ SILI,PI.A7T? � — ° � WMI VINYL
STAGGERED AT 16"O.C. i»16"O.C.WiI7I SOFFIT VENT O
WITH TERMITE SHIELD 1'- Ce' . A R-191NS1 1.ATION x
x WALL CONSTRUCTION �-
NEW 2"P.C.SLAB O
r I x is Q TO BE VINYL SIDING
I Vti'TTF[VAPOR BARRIER OVER 3/8"FOAM INSUL. `o*
EX. KITCHEN OVERIn"PLYWD.OVFR
i x NEW o (R-3.1)OVFR HOUSE.WRAP :*
DINING ROOM
2"X4"STUDS rd 16"O.C.tt'r3-L2"
BAT'T INSTTL.(R-13)(TYP) cti
NEW 12"WIDE 36"DEEP
xm-r:t:wnt,L
BELOW 12)2"X8'
w
I 'E I TO) F;�1't 2"X t2" FIRE NE'W 2"X 8"F.J. P.C.FOUNDATION AIR ENTRAINED
I 6.�C. �? HAUNCH FOOTTNO NEW#5 REBAR CI i
1�6 BLOCKING (m 16"O.C.tViTli D-10 Wi S R"O AN OR BOLTS
1 r MIN 7"EMBEDMENT
x� AT 12"O.C.TYP R-19 INSI CATION
Y�I f I 2"X 8"LBD 1'2"LAG f301,T 12"FROM CORNERS
45"O.0 A'/3"SQ.WASI IF.RS(T)'P)
STAGGERED AT 16"O.C. BLOCK ABOVE GRADE AI,1,CELLS
NEW 2"P.C.SLAB FILLED SOLID(2)2"X 6"ACQ SILL PLATE
VI'ITH VAPOR BARRIER WITH TERMITE STRUD
2"X 8"LBD 1 i2"LAG BOLT ��I I I�I I I�i I�I I I`I I I-11 I.I I I-1 I I=1 I I=i I I-- I I-111=1 I IE 11= 11=!11
(2)2"X 6"GDR I I REMOVE EX.WINDOW I ( ,__
vl'1IFt KNEE.VI'AI,BE'LOW CRAWL SI'ACI:ACCESS STAGGERED AT 16"O,C. _
TO EXISTING 4"SLAB
I I I IIT_I=1
i I A I I 11=1 11=1 I I-I 11=1 11=1I1=1 I i-l�_I-1 11=1 I I-III -TI=1 11=1 11=1 1-111=1
'' i I 1=1 11=1 I -I I i-III-i 11=1 I!-III-I 11=1 I I .• 11=1 11=111=1 I I-i -
I I .� I IITI I I-III-1 I I-I I�-III-1 11=1 I I-I 11=1 11=1 I I-I 11=1 I�
tuN EXCAVATEDI I I I �l7I I I ICI ITTTT7mJ l ITI { I i I III Islam T iTli I'Fj IWT I
�? 4 EX.4"P.C.STAB
III_ _ � _�
N N ' �' ILA 11 1 —lL.L-1.11-11—ii1—I�'!1! • -_—I I(—!��,--I I{— W I I
Ex.CELLAR � I i � I _ III-III!-III-III-I11-I 17,-1I!-1I I-I I1=1I!=1I1=1I I-IJ-1 -
1 �- NON IIABITABI F I I I f I-1 11=1 I I-I 11=111-1 I=111=1�I-1 11=!11=1 I I-III-III-I J 1=1 11=111=1
FOR STORAGE ONLY ( i 11=1 I I-�T_I�I!-III-III-I 1=�I-i i I-I►I-1TI- 11 f-i I �I I=1 I I-1 11=1 11-111-111-I
I I I I H I I-III=�=1 I I-I i 1=1 I I-I'I 1=1Ti�11=1!1=1 I I-1 I I-1 =1 I I-1TI=1
I-1TI-T-111=1 I 1=i =1 I1=1 11=111--111=11I-111-
I I I I 111=III=III-III=III- ' I-III-III-III-III
PITCH PITCH I I I I I -I I H i -IT-III '-III-1 I I-1
—
� o� _ - - - — _ - - _ _ - - 7 I I PROPOSED SECTION A-A
i - - - - - - - - -{-- -�- - —i- -a—�- - - -I—o- -I— - -� -o —+- -
L_ I_— -J I I SCALE: 1/4"=I'-0"
I I i
1 I i I 21'.10".}
I I I I ,
I4'4„} '
I I I
DROPPED FOOTING DROPPE:DFGKrrING MICHAELANGELONE P,E.LLC
4 POND PLACE
t I I I
• I I w I I OYSTER BAY, N.Y. 11771
TEL: (516) 922-2024
A
23. 8.. = I I I 1
I I NI,W ACQ o
STOOP&RAILS �-r � ;`•
I I BY OTTIERS `
r �, �•
NEW 3046-3 D.H. — -- -- -, .,»�•r',�,�• � y�,�» � ,
(2)2"x 8" '' � �.,'K•�;n, try .,..
I I I (2)2.,X 12"HDR. •w' �.:
I - --------- - ---- r
- - ------- -------- - - ----- - - ----- --- - ---- -- ----- - -- - - -� 21'-2" r t.. .
o
(2)2"X 8"1IDR. a "'
_ _
NEW
PROPOSED FOUNDATION PLAN �� 3.-�" ;� x DINING ROOM
r Ap
SCALE: l/4"=1'-0" ACQ sTl:rs = �»� ALIGN wall
BY OTHERS Y q (2)2"X 4" KITCHEN WALL,
I.4 `�� M EX.4032 SLW. POST(TYP) PROJECT:
N � TO BE REMOVED
(2)2"X 8"IIDR. NEW(2)1-3/4'X 11-7/8"M.L.DROPPED EX.29310 D.H.
- _ ____�g�s--- =
XO °� -'---7` (2)2°xs fillR. CARTER
DEMO -1
N z N MIT I �y WALI.
W ' RESIDENCE
F.X.S'8"'TYPI?X 3!4 IFR
FIRE RjATED STIEF T ROCK 2 F'_2"
ON GAIRAGE WALI, CLOS.
BETWI EN HOUSE
AND 5' OF CFILING A
covr:R[AGr: c EX. BEDROOM
_
Q
N EX. KITCHEN P\M\ APPIVON
(2)1-3/4"X 18"M L.RB1M.
X625 ORIOLE DRIVE
x CLOS. S.D.s.n. x N
POST 4 POST
xa" _ �_ SOUTHOLD, N .Y. 1 1 791
POST POST "'
REF. c4
EX GARAGE
_ O
� x
x ram/
X > iv c.!. ./$.n,
17'-F O"
�= BATII N SHELLS ONLY iNc.
__-- = cLO� HOt '1E IMPROVEMENTS
(2)r'x Ir'HDR. (2)r x 1r'trllR. ----- - 680 Sunrise Highway
o ----- - - West Babylon, New York 11704
EX 8070 GARAGE DOOR EX 8070 GARAGE DOOR �C _______ S.D. >' N Phone (631)422-9190 Fax (631)422-9313
-; EX. LIVINGROOM ^'
U
CLOS.
x
� x
23'-8" I. _
N li x EX. BEDROOM
� N
w DRAWING NO.
DRAWN BY: W.N.
6PO CLOS.
/ /`� (2)2"X 8"IIDR. (2)2"X 8"1MR. �R (2)2"X 8"IIDR. DATE: 2/20/09
PROPOSED FLOOR PLAN EX.28310 D.H. EX.28310 D.tI. I:X:2-8310 D.H.
SCALE: AS SHOWN
. SCALE: 1/4"=l'-0"
i 5'-0"
EX
12
oe
NEW ACQ STOOP
AND RAMS BY OTtIERS
--- I RAILING AT 36"1IIGI I
BALUSTRADES SPACED AT 4"
— ,. _ _ MAX.RISE R-1/4"
EX EX EX I F•.X EX _
--— -- — — I — _— MIN.TREAD 9"
�---- � - -
K.X `— :2
X
EXISTING FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION
SCALE: 1/4"=I'-0" SCALE: 1/4"=1'-0"
MICHAEL ANGELONE, P.E.LLC
4 POND PLACE
OYSTER BAY, N.Y. 1 1771
TEL: (516) 922-2024
-_- -= _-_- ------- - --- -- - - - ---- -- - - - ----- - - - - - -- -- -- — - --- - -- _.
r
---- ---------- --—-- ALI_.OW 3"-1
BELOW WINDOW
-- --� — 'I—e
n
FOR PROPER FLASHING
12
--- ------ —---- _.._ ___._— `. — -- _— --- Nr•,w a�CQ sTcx)P ,—�--_-------- PROJECT:
ANDRt.4I.SBY OTT iI: S —"
� RAI.I`N<;AT 36"iIIG11 _ _
BAL1'!STRADES SPACED AT 4" —_-- —__T---
j XIAX.;RISK 9-1/4" --- --
!li MIN.I READ 9" -" -- --__—_- _ r� ARTIER
--------------- ------ FX RESIDENCE
FJc: a 0
N
EX ------ ------ EX EX
LF
NEW ACQ SVOOP
1 625 ORIOLE DRIVE
AND RAILS BIY O'rIff'RS ❑U HOLD, N .Y. 1 1 791
RAILING AT 136"111GI1
BAX.RIRADIES SPACED AT4" PROPOSED DEAR ELEVATION PROPOSED LEFT SIDE ELEVATION
MAX.RISK S•}l!4"
MIN.TREAT)S9"
SCALE: 1/4"=F-0" SCALE: I/4"=1'-0"
SHELLS ONLY INC.
HOME IMPROVEMENTS
680 Sunrise Highway
Wiest Babylon, New York 11704
Phone (631) 422-9190 Fax (631) 422-9313
- DRAWN BY: WX DRAWING NO.
DATE: 2/20/09
Q3/9
SCALE: AS SHOWN
GENERAL NOTES:
TABLE3. 1 (NAILING SCHEDULE) 2001 WFCM
1.THE ARCHITECT!ENGINEER OF RECORD HAS NOT BEEN RETAINED FOR TITS
SUPERVISION OF THIS PROJECT.
USE A MI"J?MLA OF 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN
JOINT*DESCRIPTION # OF NAILS NAiL SPACING " " THREE ea Hags THIS SIDE os rpuss. ALL REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVERNING
.r - d AGENCIES HAVING JURISDICTION OVER THIS PROJECT. .'
ROOF FRAMING r i 12" ° y HD2A 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE
~'~ •��" AT CORNERS
Rafter to Top Plate (Toe-nailed) Table 3AA 3-8d per rafter l �� y RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER APPLICABLE
i 1 �i CODES,LAWS.-RULES AND REGULATIONS IN THE CONSTRUCTION OF THIS
Ceiling Joist to Top Plate (Toe-nailed) Table 3.4A 3- 8d per joist �i�d T, / PROJECT.
Ceiling Joist to Parallel Rafter(Face-ace-nailed) Tablle 3.9A 3- 16d . each lap '' ° ° 4.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD
Ceiling Joist Laps over Partitions (Face-nailed)Table 3.9A 3- 16d , each lap `IIi� H- y^ °o .° ° DIhIT?N1; IS AND EXISTING CONDITIONS.THE CONTRACTOR SHALL REPORT
. ° ANY DISCREPANCIES IN THE•FXLSTING CONDITIONS FROM THOSE SHOWN ON
Collar Tie to Rafter(Face-nailed)" 3- 8d per tie x +�III - ° THE CONTRXCT DOCUMENTS TO THE ARCIITECT/ENGINEER OF RECORD.
Blocking to Rafter (Toe-nailed) ., 2- 8d each end ' ,! Tup ° SIMPSON ° - ° 5.ALL PLUMBING WORK SHALL c6mPLY TO THE RESIDENTIAL CODE OF NEW
Rim Board to Rafter (End-nailed) 2- 16d each end . eu NAIL STRONG-TI C YORK STATE AND ALL OTHER APPLICABLE CODES,LAWS,RULES,
REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS.
INTO
A ES SIMPSON e � .M 6.HEATING AND AIR CONDTTIO'NTNG REQUIREMENTS SHALL BE
WALL FRAMING - a NAILS STRONG-TIE H 1 o COORDINATED'WITH THE OWNER'S H.V.A.C.CONTRACTOR PRIOR TO
D 1 ADJUSTABLE HANGER D2 RIDGE D3 CATHEDRAL RIDGE iHro r COMMENCING ANY WORK.
Top plate to Top Plate (Face-nailed) 2- 16d per foot SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE
STUD 7.ALL ELECTRICAL OUTLETS,SWITCHES,LIGHTS AND 1WRING"SHALL BE U.L.
Top Plate at Intersections (Face-na°It?d) 4- 16d joints - each side LSU26-2X6 LST WiTH(3)8d COMMON NAILS LSU26-2X6 DS JOIST AND POST T CERTIFIED AND INSTALLED IN COMPLIANCE RTrH ALL APPLICABLE
LSSU28-2X8,2XIO,OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2X8,2X10,2X12 ��.
Stud to Stud (Face-nailed) 2- 16d 24" o,c. CONNECTIONS 4 � ELECTRICAL CODES.
Header to Header (Face-nailed) 16d 16" O.C. along edges LSTA18 WiTH(3)8d COMMON NAILS D4 HURRICANE TIE SIMPSON STRONG-TIE AC < 8.STAIRWAY ILLUMINATION IS TO BE IN ACCORDANCE WITH R311.5.7 THE
LOCATED AT EACH END OF STRAP STMPSON STRONG-TTE H 7 Z SIMPSON STRONG-TIE H 1 SEE STRAPPING BP LIGHT SWITCH IS TO BE LOCATED AT TITS TOP AND TITS BOTTOM OF EACH
Top or Bottom Plate to Stud (End-nailed) Tables 3.5A 2- 16d Per stud to plate AS PER TALE 3.4 DETAIL BELOW a STAIRWAY.
2001 WFCM ALL STRAPPING MATERIALS (MIN. 12"ON a 9.ALLOW A MINIMUM OF 18"BETWEEN BOTTOM OF FLOOR JOIST TO THE
IN CONNECTION'WITH ACQ STUD SURFACE) a
p ( n MUST BE Z MAX RATED CLIPS, a FLOOR OF ANY CRAWL SPACE.
a
STAINLESS STEEL OR EQUAL i 10.PROVIDE DOUBLE HEADERS AT ALL FLOOR CEILING,STAIR AND ROOF
Bottom Plate to Floor Joist, Band Joist, End Joist or 2- 16d per foot STRAPPING FOR UPLIFT
a �. OPENINGS ALL HEADERS TO BE A MINIMUM OF(2)2 X 8 UNLESS OTHERWISE
blockingFace-nailed
CONNECTION
o a, Q a NOTED ON PLANS.
" -FLOOR FRAMING _ ° ° - a a 11.FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS.
° c ° 12.ALL INTERIOR DOORS ARE TO CONFORM WITH THE RESIDENTIAL CODE OF
= NEW YORK STATE.
Joist to Sill, Top Plate or Girder (Toe-nailed) 4- 8d per joist ° ° 0 13.WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND
Bridging to Joist (Toe-nailed) 2- 8d each end ° °° °° ° ; PROPERLY SEALED AND WEATHER -STRIPPED.
Blocking to Joist (Toe-nailed) 2- 8d each end ° ° , D 10 STUD TO RIM JOIST 14.ALL GYPSUM SHALL BE TAPED AND SPACKLED(3 COATS)READY FOR
, PAINT. 1/2 INCH SHEETROCK FOR ALL WALLS&CEILINGS.5/8 TYPE X FOR
Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block t--8 W I GA.METALSTRAP
� (4-Rd NAILS) ALL GARAGE AND MECHANICAL ROOMS. 1/2 INCH M/R GRELTiBOARD FOR ALL
Ledger Strip to Beam (Face-nailed) 3- 16d each joist :• 12"MIN.BEARING ON STUD SURFACE BATHROOMS.
Joist on Ledger to Beam (Toe-nailed) 3- 8d per joist , PLACED AT EACH STUD. 15.ALL FINTSILES SHALL BE AS DIRECTED BY OWNER.
MTN.1/2"0 ANCHOR BOLT 16.ALL MICROLAM LUMBER IS TO BE MANUFACTURED BY TRU-JOTST CORP.
Band Joist to Joist (End-nailed) 3- 16d per joist MIN.7"EMBEDMENT ALL STRAPPING MATERIALS P.O,BOX 60 BOISE IDAHO 83707 OR APPROVED EQUAL.
Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot „•` IN CONNECTION WITH ACQ 17.CONTRACTOR TO VERIFY A MTN.,SOIL BEARING CAPACITY OF 2000 LB./SQ.
D6 FACE MOUNT HANGER D7 HIP RAFTER Dg POST BASE
O D9 HIP CORNER PLATE MUST BE Z MAX RATED CLIPS, FT.
ROOF SHEATHING SIMPSON STRONG-TIE LUS 28 STAINLESS STEEL OR EQUAL 18.ALL CONCRETE TO BE 3000 PSi.(3500 FOR GARAGES)28 DAY TEST.PROVIDE
SIMPSON STRONG-TIE HRC 22 ALL STRAPPING MATERIALS SIMPSON STRONG-TIE HCP 1/2"DIAMETER ANCHOR BOLTS SPACED A MAXIMUM OF 46"O.C.FOR ONE
. . IN CONNECTION wT�T1I ACQ - -
' MUST BE Z MAX RATED CLIPS, STORY AND 23"O.C.TWO STORY.ANCHOR BOLTS SHALL ALSO BE LOCATED
Structural Panels 8d SEE TABLE 3.1 O '' „ - STAINLESS STEEL 0)R EQUAL " WITHIN 12"FROM THE ENDS OF EACH PLATE W/3"SQ.WASHER AND MIN.7"
Diagonal Board Sheathing EMBEDMENT INTO P.C.FOUND.
1"X6" Or 1"x8" 2- 8d per support 19.NO CONSTRUCTION OR DEMOLITION SMALL COMMENCE PRIOR TO THE
P PP ISSUANCE OF THE BUILDING PERMIT.
1"x10 or wider 3- 8d per support 20.THE CONTRACTOR SHALL PROVTDE ALL REQUIRED INSURANCE AND
" INSURANCE CERTIFICATES.
21.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE
C E I L i N+G SHEATHING GUARD THE EXISTING RESIDENCE AND CONTENTS AGAINST DAMAGE FROM
CUT LEDGER BOARD THE ELEMENTS DURING CONSTRUCTION.
Gypsum Wallboard 5d Coolers 7" edge/10" field e LENGTH SIZE SPECIFIED ON PLANS 22.THE DRAWINGS ARE NOT TO BE SCALED-FOLLOW DIMENSIONS ONLY.
12' 23.NO CHANGES WILL BE PERMITTIED WITHOUT PRIOR A RITTE.
11 a ENGTH NOTIFICATION OF AND APPROVAL OF THE ARCHITECT/ENGINEER OF
WALL SHEATHING 12 MIN, ON STUD SURFACE
RECORD.
24,TECO DETAILS SHOWN TO COMPLY WITH NEW YORK BUILDING CODE.
Structural Panels 8d SEE TABLE 3.11 �T P e\� 25.ALL FOUNDATIONS AND FOOTINGS SIZED FOR BEARTG ON VIRGIN SOIL-AT A'Itiv'TMUM
Fiberboard Panels BEARING CAPACITY OF 1 TON PER SQ.FT.MINIMUM OF 3'CO'<TR.AS PER R401.4.1
7/16" 6d 3" edge/6"field I ?` `�y �: CLEAR i ° 26.ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS,POSTS,STUDS ETC.TO BE
" „ " I�. SPAN HEM FIR LARCH,GRADE#2 OR BETTER @ f b=850 PSI.with E-1.4X10
25/32 8d 3 edge/6 field MST 2 7 e � 27.WOOD SILLS ON SLAB TORE 2 2" X 6"ACQ LUMBER
Gypsum Wallboard 5d coolers 7" edge/10" field table 3.11 I PROVIDE JOIST STMPSON CS20 OR 28.ALL HEADERS TO BE SUPPORTED BY 4"X 4"POSTS TYPICAL.
STRAPPING
20 GA GALV. U HANGERS AT 29.PROVIDE DOUBLE HEADER AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND
" 1-1/4"20 GA.GALV.
Hardboard 8d 12 O.C. ��, STRAPPING MIN.12" RIM JOIST TO STRAPPING MIN. 12" RAFTER
Particleboard Panels 8d see manufacturer FLOOR 7orsT SIZE SPECIFIED UNDER ALI.POSTS AND PARTITIONS RUNNING PARALLEL TO SAME.
,� ON STUD SURFACE ON STUD SURFACE SiMPSON ,
%' (4.Sd NAILS AT EA. (tuns) ON PLANS 30r BRIDGING TO BE EITHER SOLID(C)R 18 ga.CROSS BRIDGING NOT EXCEEDING 8'O.C.
(3-8d NAILS AT EA. LS 70 31.THE TOP AND BOIT M OF JOISTS MAY BE NOTCHED-NOT TO EXCEED 2".NO
Diagnonal Board Sheathing 12' END OF STRAP) END OF STRAP)
1"X6" or 1"x8" 2- 8d per support MST 2 7 1-1/4"20 GA.GALV. LENGTH W NOTCHING AT MIDDLE OF SPAN(D►16).
" " STRAPPING MIN.12" -� 32.ALL WOOD TO BE K PT BACK 2" FROM CHIMNEYS.
1 x10 or wider .3-8d per support ° ' ' o ON STUD SURFACE „ 34.THE EXTERIOR UR33.ALL CONCRETE FACE OF ACH LL FOUNDA ON WALLS BELOW GRADE(EXCLUDING
FLOOR SHEATHING e ° END F STRAP) FORCING RODS,
EA SLABS)FIREPLACE SMALL
BE DAMP FOOTINGS ROOSHALL EXTEND E AN ND ELASTIC FROM FOUNDATION TAR BA E. ALL SIDES.
•° •' ° w LAY OVER VALLEY DETAIL
D 14 36.PROVIDE COMBUSTION AIR VENTS AS PER N.Y.S.E F-RGY CODE.
Structural Panels D 11 SILL PLATE TO FOUNDATION 37.FOR ALL 4"POURED CONCRETE SLABS,PROVIDE 6"X 6" WWF OVER 6 Mm
CANTILEVER SIMPSON STRONG-TIE
1" or less 8d 6n edge/12" field SPACING AS PER TABLE 32A ' D 12 STUD T(O STUD CONNECTION D 13 LS 70 POLYETHYLENE VAPOR BARRIER OVER 6"WE L COMPACTED FILL.
greater than 1 10d 6 edge/6 field ° O SIMPSON STRONG-TIE 3S.AT LEAST ONE SINGLE STATION'SMOKE DETECTING ALARM DEVICE INSTALLED IN
2001 N TCM SIMPSON STTRONG-TIE CS20 AND LUS28 CONFORMITY WITH SECTION R 313 TiN EACH SLEEPING ROOM AND OUTSIDE EACH
Diagnonai Board Sheathing ALL STRAPPING MATERIALS CS20 SLEEPING AREA AND ON EACH STORY-INTERCONNECTED AND HARD AIRED.
1"x6" Or 1"x8" 2- 8d er su Oft IN CONNECTION)N ITH ACQ 39.PROVIDE AT LEAST ONE EGRESS WINDOW IN EACH ROOM,EXCEPT KITCHENS,BATHS
P PP MUST BE Z MAX RATED CLIPS, AND BOILER ROOMS WITH A MTNTM'UM OPERABLE AREA OF 5 SQ.FT.ON GRADE LEVEL
1"x10" Or wider 3- 8d per support STAINLESS STEEL OR EQUAL AND 5.7 SF ON UPPER LEVELS N ITT,A MIN.OPF•.NING HT OF 24"AND A MIN.Ni'IDTH OF 20'..
A SILL OF NOT MORE THAN 44"ABOVE FLOOR.
40.GLAZING IN DOORS,SHOWER DOORS AND ENCLOSURES SHALL BE SIZED AND
CONSTRUCTED OF MATERIALS AS TO MINIMIZE.THE POSSIBILITY OF INJURY TO PERSONS
IN THE EVENT THAT THE GLAZING i S BROKEN OR DAMAGED.
41.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE N.Y.S.RESIDENTIAL CODE
AND THE NYS ENERGY CODE.
"+ - - -- 42.ALL PLUMBING FIXTURES SHALL' BE INDIVIDUALLY TRAPPED AND VENTED AS
/ ��.''r' .�`\\ ,���''w �\\\ REQUIRED BY THE NYS CODE.CAST IRON PiPE SHALL CONFORM WILL LOCAL.CODE
1/2"STL PLATE REQUIREMENTS AND HAVE APPROVrED CLEAN OUTS AND JOINTS.
o I WELDED TO COLUMN \ 43.ALL HEATING AND COOLING DESIGNS SHALL CONFORM NiTT11 A.S.H.RA.E.
GIRDER BEAM 4 1/2"0 BOLTS , \\s / \�� ,A44. �STA RAFTERS ALL HAVE HANDBALLS IN ACCCRAWL SPACES TO BE O
RDANCE DANCE WITH N.Y.S.CODE R 311.5.E
SLEE PLAN FOR S17F ( )
WITH WASHERS i 1 ��� �� 46.PROVIDE FIRE STOPS TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH
1 ET L TP 1
s / 4u srRAr 1 VERTICAL&HORIZONTAL)AND TO FORM AN AFFECTIVE FIRE BARRIER BETWEEN
1 1/4"MTN.20 GAUGE I NOT OR BOLT METAL STRAP 1 i STORIES,AND BETWEEN TOP STORY'AND THE ROOF SPACE.
COIL STRAP oI SEE PLAN FOR "
HEADER SIZE 3.5 0 STL 1/2"_STL PLATE I I 1 ANCHOR BOLT I
COLUMN FOR COLUMN I r NOT SHOWN I
i I , EGRESS tYINDOWS:
44"MAX SILL HT.A.F.F.PER R-310
R905.25 FASTENERS FRAME OPENING FOR 1/2"0 EPDXY COATED �� I 1 I R310.1.1.MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE
NEW WINDOW OR P.C.FOOTING HOOKED ANCHOR BOLTS �� ° ° / / /\/�� ` ° GRADE
c EXTERIOR DOOR SEIE PLAN FOR SIZE " <//\//\// // / OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANISED STEEL,STAINLESS STEEL, 12 EMBEDMENT C\\ \\ \\\\\ \�'\� \ `� EXCEPTION GRADE FLOOR OPENINGS SIFiALL HAVE A MINIMUM NET CLEAR
ALUMINUM OR COPPER ROOFING NAILS MTN. 12 GAGE SHANK W/A MIN. }"HEAD `� // // // '// // // i
i \\/\/\/ \\/\\/� OPENING OF 5 SQUARE FEET.
ASTMF1667,OF A LENGTH TO PENETRATE THROUGH TI-TE]ROOFING MATERIALS AND �� �' `�\//\\//\\ \//\//\/� R310.12 MINIMUM OPENING HEIGHT.THrE MINIMUM OPENING HEIGHT SHALL BE 24
A MIN.OF J"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN J" TABLE R301.5 �� INCHES.
THICK THE FASTENERS SHALL PENETRATE THROUGH THIE SHEATHING R905,26 ASPHALT MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ° , '' �\lG R.310.13 MINIMUM OPENING WIDTH.THS MINIMUM NET CLEAR OPENING WIDTH
ROOF SHINGLES SHALL HAVE A MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF ITN LBS.PER SQ.FT.) ---- ---- �� SHALL BE 20 INCHES.
IS IN ONE OF THE,FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)iS 110 POST TO GIRDER AND R310.1.4 OPERATIONAL CONSTRAINTS.(EMERGENCY ESCAPE AND RESCUE
MPH OR GREATER AND THE SAVE IS 20'ABOVE GRADE R9015.27 FOR ROOF SLOPES FROM, USE LIVE LOADS , OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
o FOOTING COONECTION
TWO VERTICAL UNITS IN 12 UNITS HORIZ.UP TO FOUR UNFITS VERT.IN 12 UNITS HORTZ. THE USE OF KEYS OR TOOLS.
UNITS SHALL BE TWO LAYERS. ATTICS WITH LIMITED STORAGE 20 I NOTE:ALL WINDOWS INDICATED ON SLEEPING ROOMS ARE EGRESS WINDOWS
ATTICS WITHOUT STORAGE 10 MST27 STRAP CONNECTION DETAIL AND MEET ALL OF N.Y.S.CODE REQUIREMENTS.
DECKS 40 1-1/4"W 20 GA.METAL STRAP
EXTERIOR BALCONIES 60 (4-8d NAILS) SMOKE DETECTORS:
FIRE ESCAPES 40 12"MTN.BEARING ON STUD SURFACE SHALL BE INSTALLED AS PER THE RESIDENTIAL NEW YORK STATE BUILDING
GUARDRAILS AND HANDRAILS 200 PLACED AT EACH STUD(16"O.C.) CODE SECTION R313.ALL SMOKE DETECTORS AND CARBON MONOXIDE
GUARDRAILS IN-FILL COMPONENTS 50 WALL ASSEMBLY TO FOUNDATION DETECTORS MUST BE INTERCONNECTED AND HARD WIRED AS PER N.Y.S.CODE.
A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCCEPT WHERE OTHERWISE STATED PASSENGER VEHICLE GARAGES 50 AS PER N1TCM 3.21.3
B.NAILS SPACED AT 6"OC AT EDGES,12"AT INTERMEDIATE!SUPPORTS EXCEPT 6"AT SUPPORTS ROOMS OTHER THAT'SLEEPING ROOMS 40 HEADER CONNECTIONS R 308 GLAZING
V6 TERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD SIl'RUCTURAL PANEL AND PARTICLE SLEEPING ROOMS 30 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,SAUNAS,
BOARD DIAGRAMS AND SHEAR WALI.S,REFER TO SECTION 2305,NAILS FOR WALL SHEATHING STAIRS 40 1-114"MiN.20 GAUGE COTT-STRAP
STEAM ROOMS,BATHTUBS AND SHOWERS.GLAZING IN ANY PART OF A BUILDING
ARE PERMITTED TO BE COMMON,BOX OR CASING. WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE
C.COMMON OR DEFORMED SHANK OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY
D.COMMON. STANDING OR WALKING SURFACE.
E.DEFORMED SHANK ROOF VENTILATICDN REQUIREMENTS RR301.2.1.2 Internal pressure.Windows in buildings located in Wind
F.CORROSION RESISTANT SIDING OR CASING NAILS. bome debris regions shall have glazed openings protected from
G.FASTENERS SPACED Y OC AT EXTERIOR EDGES AND 6"O(C AT INTERMEDIATE SUPPORT. §RR806.1 Ventilatiom required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to windbome debris or the building shall be designed as a partially
H.CORROSION RESISTANT ROOFING NAILS WITH 1j"DIA HEAD AND 1 }"LENGTH FOR}' the underside of roolf rafters shall have cross ventilation for each separate space b y ventilating openings protected against enclosed building in accordance with the Building Code of New York
SHEATHING AND 1 I}"LENGTH FOR�"SHEATHING. eP P Y gP $
1.CORROSION RESISTANT STAPLES WITH NOMINAL J"CRO"WN AND 1 }"LENGTH FOR}" TABLE R 301.2(1) the entrance of rain(or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh,with 1/8 inch Stater Glazed opening protection for w7ndbome debris shall meet the _ " ENGINEER
SHEATHING AND L J"LENGTH FOR Ji"SHEATHING.PANEL SUPPORTS AT 16"(20"OF STRENGTH CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3.2 mm)minimum Ito 1/4 inch(6.35 mm)maximum openings. requirements of the Large Missile Test of ASTNI E 1996 and of ASTM E � ;. . . M 1 C H A E L A N G E L O N E, P. E. L L C
1886 referenced therein. -°=a - ~~ "
AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED GROUND RTiV'D SEISMIC SUBJECT TO DAMAGE FROM 1,2 NVThTER ICE SHIELD FLOOD 4 POND PLACE OYSTER BAY,N.Y. 11771 TEL:(516)9�2 2024
AIR FREEZING !' `•.. <' ° -
J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12"'AT INTERMEDIATE SUPPORT. SNOW SPEED(MPII) DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UN'DERLAYMENT HAZARDS
INDEX §RR806.2 Minimums area.The total net free ventilating area shall not be less than I to 150 of the area of the space
K.PANEL SUPPORTS AT 24".CASING OR.FINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT LOAD CATEGORY DEPTH TEMP REQUIRED ventilated except thmt the total area is permitted to be reduced to 1 to 300,provided at least SO percent and not more than EXCEPTION:Wood structural panels with a minimum thickness of 7/16 �
INTERMEDIATE SUPPORTS. SUFFOLK 599 inch(11.1 mm)and a maximums an of 8 feet(2438 mm)shall be W-r SHELLS ONLY INC. .I.FOR ROOF SHEATHING APPLICATIONS,BD NAILS ARE THE'MTN.REQ'D FOR WOOD STRUCTURAL 80 percent of the reqluired ventilating area is provided by ventilators located in the upper portion of the space to be pt
NASSAU�196 permitted for opening protection in one-and two-story buildings, v
PANELS. ventilated at least 31 feet(914 mm)above eave or cornice vents with the balance of the required ventilation provided by uu e ar
M.STAPLES SHALL HAVE MIN.CROWN WIDTH OF "r eave or cornice vents. As an alternative the net free cross-ventilation area may be reduced to I to 300 when a vapor Panels shall be precut to cover the glazed openings with attachment ° H O P E I rE l P R 0V E 11VI E I iI TS'
N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,8"AT DESIGN CRITERIA IN ACCORDANCE WITH hardware provided. Attachments shall be provided in accordance with
AMERICAN FOREST&PAPER ASSOCIATION.(AF&PA barrier having a transmission rate not exceeding 1 perm(57.4 mg/sm2Pa)is installed on the warm side of the ceiling. , 680 SUNRISE H WY
INTERMEDIATE SUPPORTS. ) Table RR301.2.1.2 or shall be designed to resist the components and ; {- ;),.9
ROOD FRAME CONSTRUCTION MAN cladding to WEST B A B Y L O N, N.Y. 1 1 704
0.FASTENERS SPACED 4 OC AT EDGES,8 OC AT INTERMEDIIATE SUPPORTS FOR SUBFLOOR AND g ads determined in accordance with the provisions of the R'y ' " PHONE' (6 3 1 ) 4 2 2-9 1 90 FAX (4 2 2-9 3 1 3)
„ FOR ONE&TWO FAM.DWELLING.(WFCM)2001 EDITION §RR806.3 Vent clearrance.NY''here eave or cornice vents are installed,insulation shall not block the free flow of air. A `�.;
WALL SHEATHING AND 3 OC AT EDGES,6 AT T1�TERMEDIA'TE SUPPORTS FOR ROOF SHEATHING. Building Code of New York State.
P.FASTENERS SPACED 4"OC AT EDGES,8"AT IN�TERMEDLATIE. minimum of a 1-incth(25.4 mm)space shall be provided between the insulation and the roof
• - sheathing at the locattion of the vent. HOME OWNER
DATE:
Y ADDRESS � ZlV4
---- - REVISIONS:
12"MAX. 12"MAX. R13SIDENTIAL CQDP_ OF NEW YORK STATE.
6"MIN. 6"XIIN. TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
R3012.1.1. DESIGN CRITERIA: COSTRUCTION IN REGIONS WHERE THE I3ASTC
WIND SPEEDS FROM FIGURE R301.2 (4 )EQUAL OR EXCEED 1 1 O MILES PER HOUR
( 177.1 Km/h) SHALL BE DESIGNL'D IN ACCORDANCE WITH ONE OF THE FOLLOWING.
TABLE 3.11 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS " , •.' �' - �? sJR"ANcxoR BOLT t«'45"O.C,FOR 1-3 STORIES FASTEST-MILE WIND SPEED(MITI) -
PLANS HAVE BEEN DESiONED IN ACCORDANCE WITH AMERICAN FOREST
_ • • A , _ 9O 100 110 120 AND PAPER ASSOCIATION(AF/PA) - WOOD FRAME CONSTRUCTION
• r i MANUAL FOR ONE AND TWO FAMILY DWELLINGS ( WFCN4 . OR
''- ° -N c 1)MIN.7"EMBEDMENT IP TO P.C.CONCRF,TT STRUCTURAL SIiEATI-I1NG
FASTEST -MILE WIND SPEED(`MPI� MIN. Ts°EMBEDMENT BT OCK F. F E F E F I; F
••• W/1"SQUARE W.AST[IERS ANT)END NUT SETUP
90 1 100 1 110 1 120 44 SHEATHING LOCATION RAFTERIIRUSS SPACING MAXiM(1M NAIL,SPACING FOR 8 I)
(INCHES,Q.C.) COMMON NAILS(INCHES,O.C.)
STRi JCT(JRAL S}IEA•I'IIING OR PANF,L SIDING :• 2)t-ANCHOR BOLT i�TO BE LOCATED BETWEEN
• 6"MIN.TO 12"MAX..FROM EINvS OR CORNERS. 4'PERIMETER EDGE ZONE 12 6 12 6 12 6 112 1 6 12
I; F I E I F I E I F I I: F
SI IEATITING LOCATION STUD SPACING MAXIMUM NAIL,SPACING FOR 8 D 16 6 12 6 12 6 12 6 G
(INCHF,S,O.C.) COMMON NAILS(INCHE,S,O.C.) 192 6 12 6 12 6 6 6 6
4' F,CKiT:ZONE 12 6 12 6 12 6 1 12 J 6 12 24 6 12 6 6 6 6 6 6
16 6 12 6 12 6 12 6 12 INTERIOR ZONE 12 6 12 1 6 12 6 1 12 1 6 12
24 6 12 6 12 6 12 6 12' ANCHOR BOLT' SPECIFICATION 16 •6 12 1 6 12 6 12 6 12
INTERIOR ZONE 12 6 12 6 12 6 12 1 6 12 19.2 6 12 6 12 6 12 6 12
16 6 12 6 12 1 6 12 1 6 12 §RR403.1.4 Minimum depth. All exterior footings sliall be placed
24 6 12 1 6 12 6 12 6 12
at least 12" (305mm)below the undisturbed ground surface.
24 6 12 6 12 6 12 6 12' Where applicable,the depth of footings shall also conform to section GABLE ENDWALL RAKE OR RAKE:TRUSS wJlookout block 1 6 6 1 fi 6 1 6 6 17 74147
R 403.1.4.1 through I2 403.1.4.2
(,ABLE,ENDWALL RAKE,OR RAKE TRUSS wfo rake overhang 1 6 6 1 6 6 1 6 6 1 6 16
BOARD SHEATHING OR LAP SIDING
�§RR-t0.3.1 Concrete and ma4on •foundation walls._ Concrete and masonry
BOARD SHEATHINGSHEATHINGINTERIOR ZONE
SHF,ATHING SiZI: RAFTER./TRUSS SPACING MIN.NUMBER OF RI) foundation walls shall be selected and constructed in accordance with the SHEATHING SIZE: RA}TERITRUSS SPACING MIN.NUMBER OF 8D ® PERIMETER ZONE
(INCHES,O.C.) COMMON NAILS PER SUPPORT
provisions of this section or in accordance with ACI 318,ACI 530/ASCE (iNCIIES,O.C.) COMMON NAILS PER Sl1PMRT
1 X 6 OR IX R SHEATHING 12-24 2 2 2 2 5/TMS 402,NCMATR68-A or other approved. i X 6 OR I X R SHEATHING 12- 19.2 2 2 2 2 (LEDGE ZONE ).
1 X 10 OR LARGER Si IEATI{1NG 12-24 3 3 3 3
1 X 100R LARGER SHEATHING 12-19.2 3 3 3 3
§RR404.4.6.1 General. Reinforcing steel shall meet the requirements NOTE.
of ASTM A 615,A 996 or A 700. The minimum yield strength of 1. FOR GABT-E ROOFS 101 TO 451 PITCHES.
reinforcing steel shall be 40,000 psi(Grade 40)(276 MI'a). Vertical
NOTE: RR303.3 Bathrooms. Bathrooms,water closet compartments and other 2. SEE FASTENINO SCHEDULE A FOR NAILING
and horizontal wall reinforcements shall be placed no closer to the similar rooms shall be provided with aggregate glazing area in windows of IN EA. ZOI`7E.
outside face of the wall than one-half the wall thickness. Steel 1-SHI:ATING AS PART OF SIiEARWALI.SEGMENT(SW.S.) pr ggreg g g
reinforcement for foundation walls shall have concrete cover in WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUS FROM not less than 3 square feet(0.279 m2),one-half of which must be
SILL TO TOP PLATE,OR ADEQUATELY BLACKED AT JOINTS. openablc.
accordance with ACI 318. Rd COMMON NAILS(a)6"O.C.EDGIE&FIELD
2-HOLD DOWNS REQUIRED AT ALi,4 CORNERS OF STRUCTl1RE EXCEPTION: The glazed areas shall not be required where artificial light
EXCEPTION: Where insulated concrete forms are used and the form UNLESS OTLIF..RW{SE NOTED. and a mechanical ventilation system are provided. The minimum ventilation
remains in place as cover for the concrete,the minimum concrete 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) RR502.12 Draftstopping required. When there is usable spice both above
' cover for the reinforcing steel is permitted to be reduced to 3/4 rates shall he 50 cfm(23.6 I,/s)for intermittent ventilation or 20 cfm P
§RR402.2 Concrete. Concrete shall have a minimum specified compressive g pe K DETAIL 4(1IOLD DOWN&CONN). (9.41./s)for continuous ventilation. Ventilation air from the space and below the concealed space of a fl(x)ncceiling assembly,draft-,tops shall
shown as shon in Table RR402.2. Concrete subject to areatheting as inch(19.1 mm). shall be exhausted directly to the outside. be installed so that the area of the concealed space d(x not exceed 1,0(>n
indicated in Table RR301.2(1)shall be air entrained as spexified in square feet (92.9 m2). Draft stopping shall divide the concealed space
Table RR402.2. The maximum weight of fly ash,other pc)zzglans,silica into approximately equal areas. Where the assembly is enclosed by a ikxrr
fume,or slag that is included in concrete mixtures for garage floor slabs RR303.6 Stairwav illumination. All interior and exterior stairways shall membrane above and a ceiling membrane below draftstopping shall be provided
And for exterior porches,carport slays,and steps that will lh(:exposed to be provided with n means to illuminate the stairs,including the landings in floor/ceiling assemblies under the following circumstances:
deicing chemicals shall not exceed the percentages of the Dotal weight of §RR408 - - and treads. Interior stairways shall be provided with an artificial light
cementitious materials. Materials used to produce concrete and testing UNDER-FLOOR SPACE LIGIIT FIXTIJRE REQMREMENTS: source located in the immediate vicinity of each landing of the stairway. 1. Ceiling is suspended under the floor ftraming.
thereof shall comply with the applicable standards listed in ACI 319. in U ( i I For inwrior stairs the artificial light sources shall be capable of
addition to the cements permitted by ACI 319,cement complying with ASTM C RR408.1 Ventilation The under-floors ace between the bottom of the II I I I� illuminating treads and landings to levels not less than 1 foot candles 2. Floor framing is constructed of truss-type open-web or perforated
§ p' §E502.1.3 Recessed lighting fixtures.When installed in the building envelope, Pt,l'WOK71)SHEATHING PLYv1 OOn SIIEATiTING
1157 is permitted. floor joists end the earth under any building(except space occupied by a recessed lighting fixtures shall meet one of the following requirements: II 8d CO�tti10N N.AIIS II Rd COMMON NAILS (I 1 lux)measured at the center of treads and landings. Exterior stairways members.
basement or cellar)shall be provided with ventilation openings thmugh 16~o.c.Erect d<F1I:IJ) _ '�,6"O.C.EDGE F7F Ln shall be provided with tun artificial light source located in the immediate
foundation walls or exterior walls. The minimum net area of ventilation 1.Type IC rated,manufactured with no penetrations between the inside of the II it i II vicinity of the top landing of the stairway. Exterior stairways providing RR502.12.1 Materials. Draftstopping materials shall not be less than
TABLE RR402.2 recessed fixture and ceiling cavity and sealed or asketed to prevent air leakage SOLID BLOCKING access to a basement from the outside de level shall be provided with an 1/2-inch(12.7 mm)gypsum board, 3/8-inch(9.5 mm)wood structural
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE openings shall not be less than 1 square foot for each 150 square feet r f P II I ALI.IIOR Z.SEA,\IS �
_ (0.67 m2 for each 14 m2)of under-floor space area. One such into the unconditioned space. I� j artificial light source located in the immediate vicinity of the bottom panels, 3/8-inch(9.5 mm)Type 2-M-W particleboard adequately stuppgrted.
TIO1,T)DOMIN1 HOLDiXriV"V lending of the stairway. Draftstg in shall be installed parallel to the floor framing members.
MINIMUM SPECIFIED ventilating opening shall he within 3 feet (914 mm)of each corner of said - g pp g' P g
2.Type IC or non-IC rated,installed inside a sealed box The integrity of all draftstops shall be maintained.
COMPRES'i1VE STRI?NGTI la(fc) building. constructed from a minimum 0.5-inch-thick(12.7 mm)gypsum wallboard EXCEPTION: An artificial light source is not required at the top and
or constnrcted from a preformed polymeric vapor harrier,or other RR502.13 Fireblockin required.Firehloc:kin 7 shall be provided in wg(xi-
Weatheerin terltialb §RR408.2 Openings for under-floor ventilation. The minimum net area of bottom landing,provided an artificial light source is located directly gf P
g P(' air-tight assembly manufactured for this purpose,while maintaining over each stairway section. frame floor construction and floor-ceiling assemblies in accordance with
ventilation openings ehal] not bc'lcss than square foot 0.67 m2 for
"i'YP};OR LOCATIONS OF ' � ( ) required clearances of not less than 0.5 inch(12.7 mm)from
CONCRETE i'CONSTRUCTION Negligible Moderate Severe each 150 square feet(14 m2)of underfloor space area. (hue such combustible material and not less than 3 inches(76 mm)from RR602.8.
ventilating opening sha?i be within 3 feet(914 mm)of each corner of the insulation material SHEARWALL SEG.. DETAIL(TYP. ) SHEARWALL SEG. DETAIL( TYP. )
Basement walls, foundations and other building. Ventilation openings shall be covered for their height and width N'r s v 1 s ATTIC ACCESS RR602.8 Fireblocking required. Fireblocking shall be provided to cut off
concrete not exposed to the weather 2,5(X) 2,500 2,500c with any of the following materials provided that the least dimension of 3.Type IC rated,in accordance with ASTM E293 no more than 2.0 cubic -• all concealed drat; openings(both vertical and horizontal)and to form an
the covering shall not exceed 1/4 inch(6.4 mm): feet per minute(cfm)(0.944 Us)air movement from the conditioned RR807.1 Attic access. In buildings with combustible ceiling or roof effective fire barrier between stories, and between a top stoty and the
space to the ceiling cavity. The lighting fixture shall be tested at construction,an attic access opening shall be rovided to attic areas that roof space. Fireblocking shall be provided in wood-frame construction in
13as(-rrrent slabs and interior slabs an 1.57 sr 7 '
grade,except garage floor slabs.• 2,5(X) 2,500 2,500c 1. Perforated sheet metal plates not less than 0.070 inch(1.8 mm) psi( 5 1 a)pressure difference and shall be labeled. 2 exceed 30 square feet(2.8 m2 and have a vertical height of 30 inches the following locations-
thick. �I 2%0"c.c. I 2•4)"c�C. I (762 mm)or greater. "`
1 1. In concealed spaces of stud walls and;partitions,including furred
Basement walla,foundation walls, N aces,at the ceiling and floor levels. Concealed horizontal furred
exterior walls and other vertical 2. Expanded sheet metal plates not less than 0.(k17 inch(1.2 mm)thick. - °° The rough-framed opening sha}l not be less than 22 inches by 30 inches(559 � g
• mm b 762 mm and shall he located in a hallway or other readily accessible spaces shall also he fireblocked at interrvals not exceeding 10 feet
concrete work exposed to the weather ..,5(X) 3,000d 3,000d Y )
3. Cast iron grills or grating. location. A 30-inch(762 mm)minimum unobstructed headrxml in the attic (3049 mm). Batts or blankets of mineral or glass fiber shall be allowed
2'-0"O.C. _ t;2^n CARRIAGE BOLT(MIN.) z'-o"G.c. as firehlockin in wails constructed using parallel rows of studs or
Porches,carport slabs and steps WAs[TER i$NUT frvT'.) � Space shall be provided at some point shore the access opening. ace g g
'exposed to the weather, and garage 4. Extruded load-bearing brick vents. §RM1305.1.3 for access requirements where mechanical equipment is located staggered studs.
in attics.
floor slabs 2,500 3,000d,e 3,500d,e 2. At all interconnections between concealed vertical and horizontal
5. Hardware cloth of 0.035 inch(0.89 mm)wire or heavier.
(TYP.) BOLT PATTERN FOR FLITCH PLATE spaces such as occur at soffits,drop ceilings and cove ceilings.
6 Corrosion-resistant vo'ire mesh,with the least dimension being 1/8 N T s
inch(3.2 mm). 3. In concealed Spaces between stair stringers at the top and Ix)ttom of
For SI: I pound per square inch=6.R95 kPa. the run. Enclosed spaces under Stairs shall comply with RR311.2 2
A1.LOlt'ABL,F,DEFLECTION OF STRC,C71 RAi.AtI;'�1BIiRS P' P. §
a. At 28 days psi.
EXCEPTIONS: TABLE R301.7 HOLDOV�N CONNECTION 4. At Openings around vents,pipes and ducts at ceiling and floor
STRUCTURAL MEMBER ALLOWABLE
b. See Table RR3n 1.2(1)for weathering potential. 1. Where warranted by climatic conditions,ventilation openings to NOTH: level,to resist the free passage of flame and products of combustion.
the outdoors are not required if v� ntilation openings to the RAFTERS HAVING SLOPES GREATER THAN 3/ 12 WITH L/180 ALL 5TRAPPTNO.ANCHORS,HOLDOWNS Q _
ADI7ESTVES 1.0 Rr INSTAL-L.P."AS PER
interior are rovided. NO FINISHED CEILING ATTACHED TO RAFITR.S MANUFACI URERS SPECrFICA11ONs. 5.For the tireblocking of chimneys and fireplaces,see §RR I(M.16.
c.'Conerete in these locations that maw be subject to freezing and P
thawing during construction shall be air-entrained coner e in INTERIOR WALLS&PARTITIONS I{J 1 RO -
accgr(}ance with Footnote d. 2. The total area of ventilation openings may be reduced to 1/i,500 1 • 6. Fireblocking of cornices of a two-family dwelling is required at the
of the under-floor area where the ground surface is treated with an FLOORS AND PLASTERED CEILINGS L/360 line of dowelling unit separation.
d. Concrete shall be air entrained Total air content(pcnC cnt by volume approved vapor retarder material and the required openings are ' - BLOCKING Cl, ENDWALL.
of concrete)shall not be less than 5 percent or more tham 7 percent. placed sous to provide cross-ventilation of the Space. The ALI:OTIII'R STRUCTURAL MEMBERS I,1240
installation of operable louvers shall not be prohibited. "a""now-IMQrt OR
EXTERIOR WALLS WITH PLASTER OR STUCCO FINISI1 11/36o RIDGE PLATFORM FRAMING ONLY. ^SIMPSON"PHD6 NAILS COMMON
MMO C.
c. See §RR4022 for minimum cement content. I`OR FULL LLNOTH
3. Under-floor spaces used as supply plenums for distribution of EXTERIOR WALLS-WIND LOADS a WITH BRITTLE FINISHES 1,/240 of STUD.
heated and cooled air shall comply with the requirements of o°
§RM 1601.4. EXTERIOR WALLS-WIND LOADS a WiTIT FLEXiBLF,FINISHT"S L/120
SPLICING OF TOP PLATE 4. Ventilation openings are not required where continuously operated NOTE: I,-SPAN LENGTH.i1-SPAN HEIGHT
mechanical ventilation is provided at a rate of 1.0 cfm(10 m2)
for each 50 square feet(1.02 L/s)of underfloor space floor area a=TILE vL'!ND LOAD SHALL BE PER?�41TTED TO BE
TAKEN AS 0.7 TIMES THE COMPONENT AND
and ground surface is covered with an approved vapor retarder CLADDING LOADS FOR THE PURPOSEOFTIIF,
TOP PLATE SPLICE RF.QIAREMFNTS material. DETERMINIIN'G DF,FLECTIO?N'LIMITS HEREIN'.
FOR WINT)EXPOSURES B K C sI octclrro ee
ONE.STORY SLAB ON GRADE ATTIC SPACE,
ENDWALL.
5. Ventilation openings are not required when the ground Surface is
- BUILDING MIN.SPLICE covered with an approved vapor retarder material,the space is x "
DiMINSION LFNGTI i supplied with conditioned air and the perimeter walls are insulated
TOP PLATE S1R.TCE LENGTH in accordance with§RN1102.1.7. - "
12'-0" 2'-0„
1(i-0" Y-o" §RR408.3 Access. An access opening 18 inches by 24 inches(457 mm by 610 2X4 CONTINUOUS BLOCKING 2 BAYS
20'-()" 4'-0" mm)shall be provided to the under-fl(xir space. See§RM 1305.1.4 for LATERAL BRACT BACK(a 4'-0"(0),C.
AT 6'O.C. ^5rMISON"InDQa OR
2-T-0" 4'-0" m access requirements where mechanical equipment is located under floors.
) , "aiMPSON"PHD6
3'' -0' 6'-0
36'-0" T-0" §RR408.4 Removal of debris. The underfloor grade shall be cleaned of all TRUSS OR C'.TLiN'G IOiST
40•-0" 8'-(p• vegetation and organic material. All wood forms used for placing concrete
SECOND FLOOR. "SIMPSON"PHD6 OR z-,�COMMON
5(i'_O^ ){)•_0" shall be removed before a building is occupied or used for any u�•�y�Sc:. 2.1od NAILS /3� -S1MP80N"PHD6 "
b P purpose. F-1 NAtL9�6"O.C.
, "� FOR FULL L tFNOTH � aV "'•'-"D 4"�. r.�"?,
6tr-u" 12'-0" All construction materials Shall be removed before a building is occupied W OF STUD. f "
r)" o,, 14' Y P
0" or used for an a )se. 1 s,
go,-0" 16 0"
. „,. ENGINEER
GABT.E ENn TRnsss • p' �° ` M I C H A E L A N G E L O N E P:E. L L C
§RR408.5 Finished grade. The finished grads of under-floor surface may he
located at the bottom of the footings;however,where there is evidence s d COOLER NAILS
BI,(X'KP.VG 2 BAYS e• )� ( � 4 POND PLACE OYSTER BAY,N.Y. 11771 TI;L:(516)922-2024
AT S O.C. I BACK(d 4%0"O.C.that the groundwater table care rise to within 6 inches(152 mm)of the GNP.BOARD a
TOP WIND SPI OS REQUIRIiMF:NTS finished floor at the building perimeter or where there is evidence that 2X4 BLOCK NAII,F.DTOEACH w - SHELLS ONLY IN
C
FOR WIND EXPOSURES H<�C '
1 -TABtJI,ATf?DSPLICE LF,NG77iS ASS['?ttF•1'OP PL.4'iT- the surface water does not readily drain from the•building site,the grade BRACE WOTH 4-l0d NA[[s ,._. .' �<="` e < "►" ',..., ., ` • �`'�
ALL OTHER CASKS �••
TO-TOP PLATE CONNECTION'S U1SING 2-16D NAILS PER FT. in the under-floor space shall be as high as the outside finished grade, 5 d COOLER `. �•.ti'J° ' "''d� �'" ' )�!� J
FOR SHORTER SPLICE.LFNC'11IS,TIIt?NAILS SPACING unless an approved drainage`system is pmyided:' NA[I.s(d7^O.0 :'` to aLrScrci7ucl"c+� . .:..•�' ..�"'" H O� t6� I C PF OVEN EI 1 S v
BUILDING ,MIN.SPLICE NAILS
DIMENSION LI NGTtI STT.A1,1.BE IRF:DUCE.n IN ORDER 1'O PROVIDE F.QL[TVAI.FN 1' FIRST FLOOR, SNnw ALL.
tyX20G.A I ' 6BO SUNRISE HWY
a TNi'rLRER(>1F N.AIi S. §RR408.6 Flood resistance. For buildings located in areas prone to STRAPd ' `` WEST BABYLO N, N.Y. 1 1 "704
" U PHONE (631 ) 422-91 90 FAX (•422-931 3)
12'-0" .31.0" 2-TABULA�TF.D SPLICE LI;KGTII ASSUME A BUILDING flooding as established in Table RR301.2(1),the walls enclosing the • , '° � � •`'• * ��`. •' ' ' ' 's�' � '
ENDw'At.L �. ,!
16'-0" 4'-0" LOCATED 1(N EXF()SURF.(13). underfloor space shall be prov dcd with flood openings in accordance q with sT[IDs
20'-0" 5'-o" §RR323.2.2 •' «, HOME OWNER
24'-0" (i-(Y' 3-TIU3UL,,VTED SPLICF LF.NGTIIS ARE BASED ON R 1T. ►' �" r' f
29'-0" 7••0" WALL HEAUGHTs FOR OTTIF,R WALL HEIGHTS,01) r�. BLOCKING 2 BAYS •' "� DATE.
THE TABtT]I..ATED 1JN1T LATF.RAT,I,OADS SHALL BF,NIULTIPLIT;D BACK 4'-0"U.C. %
3c;-0.. 9,.0„ y -. ..
B� FI/R CEILING BRACING GABLE ENDWALL ADDRESS 6
40'-0" 11'-0" •rie^DIA.TIIR.FADED ROD FM"FI3DFD
4-TOP PLANES SIT,AT.I,BF MINIMUM OF STl'n GRAn1':h[ATT:RiAI.. tz 1/2"INTO CONCR-ITE wi"SIMPS<>N"AT
�0'-O" 13'-0" (H70H STRF.NCTTH PROXY ADIrFSrvr)
' • I IOA TEMPS OF 40•F USE^S7MP3C7N^AT '
6O'-0" 16-0"
7u)"-0' 19'-01,
, (ILIOH BTRI;NCITH ACRII.,IC AD}iL'S1 Vl"_). ,
- REVISIONS: