HomeMy WebLinkAbout38032-Z fF0441 Town of Southold Annex 3/25/2014
Q �� P.O.Box 1179
co 54375 Main Road
o g4 Southold,New York 11971
1511
CERTIFICATE OF OCCUPANCY
No: 36819 Date: 3/25/2014
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of.Property: 865 Second St,New Suffolk,
SCTM#: 473889 Sec/Block/Lot: 117.-8-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
5/7/2013 pursuant to which Building Permit No. 38032 dated 5/20/2013
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:
ADDITION TO AN EXISTING SINGLE FAMILY RESIDENCE AS APPLIED FOR
The certificate is issued to Roussan,Michele
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38032 03-24-2014
PLUMBERS CERTIFICATION DATED
A o ' ed S' nature
TOWN OF SOUTHOLD
S�FFDtg-�,aG BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
SOUTHOLD, NY
A3
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#: 38032 Date: 5/2 012 0 1 3
Permission is hereby granted to:
Roussan, Michele
4455 Douglas Ave
Bronx, NY 10471
To: Additions and alterationos to an existing single family dwelling as applied for.
At premises located at:
865 Second St
SCTM # 473889
Sec/Block/Lot# 117.-8-10
Pursuant to application dated 5/7/2013 and approved by the Building Inspector.
To expire on 11/19/2014.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $238.40
CO -ALTERATION TO DWELLING $50.00
Total: $288.40
r'
uildi g Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
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
I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool $50.00, Accessory building$50.00,Additions to 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. 67113
New Construction: Old or Pre-existing Building: (check one)
Location of Property: �� SI a FG/�jt//, �� � �/, f(//r--/=�p c `C
House No. Street" Hamlet
Owner or Owners of Property: AN>�,EG(.,F_ 2y V f1-etz�
Suffolk County Tax Map No 1000,Section 1/ 7 Block 8 Lot 0
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Si ature
o��oF so�ryol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Cn �Q roger.richert(a)-town.southold.ny.us
Southold,NY 11971-0959 ;K'
'�yCOUNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Roussan
Address: 865 Second St City: New Suffolk St: NY Zip: 11956
Building Permit#: 38032 Section: 117 Block: 8 Lot: 10
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: All Pro Electric License No: 33703-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 3 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 2 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures 11 TVSS
Other Equipment:
Notes:
Inspector Signature: Date: March 24 2014
81-Cert Electrical Compliance Form.xls
OF SO//-P!olo
(/ COUNvi
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
g� A--
DATE - INSPECTOR t
3 OF SoUTyO`o
y O
i
OOUMV,Nct3�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
,4NSPECTION
[ 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 INSPECTOR
3903 2, - �aq SOGIyo
a�
00UNi'1,���
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
( ] FO ATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
c
REMARKS:
DATE INSPECTOR
3 OF SO(/Ty0
courm,��'Q
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT N
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
/c?
DATE 7INSPECTOR
3rAf soaryo
o�ycou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLB
[ ] FOUNDATION 2ND [ ] INS ION
[ ] FRAMING /STRAPPING [- INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
FIELD Il�iSPEG=4N REPORT DATE CO S
C'
S FOUNDATION(1 T)
FOUNDATION(ZND)
. z
4017111
ROUGH FRAM NQ& y
PLUMBING
z
INSUL•ATION PER N.Y.
H
STATE ENERGY CODE
4 q/7
10,
S
FINAL
ADDITIONAL COMMENTS
C�
90
l
. z
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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. ��U�j2 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
((� � � �/j � Flood Permit
Examined�w , 20 _ lJ U Single&Separate
FRStorm-Water Assessment Form
MAY — ' 2013 o tact: //AA (�
Approved 20 (3 Mail to:/gWX
BLDG. DEPT.
Disapproved a/c TOWN OF SOUTHOLD e p
Phone:- 72� ai /(Lr
Expiration 120
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 05 a 7 !3 , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building inspector will issue a Building Permit to the applicant. Such a permit
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 wort: authorized has not commenced within 12 months after the date of
issuance or has,not been completed within 18 months fi-om such date. If no zoniha amendments or other regulations affecting the
property have beeh.enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, 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:
Al S SEGo.& sy- Vo'ct/ - Z-Froc
House Number Street Hamlet
County Tax Map No. 1000 Sect ion 7 Block O 4P Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy //V G 4!5 A/PJ
b. Intended use and occupancy )6}r''l,L
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units �_ T$imbq-;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 Rear Depth
Height :Number of Stories
Dimensions of same structure with'aIterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height '. ' "'.. Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
1�'
11. Zone or use district in which premises are situated 4, d
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-�(—
13. Will lot be re-graded? YES NOWiII excess fill be removed from premises? YES NO
14. Names of Owner of premises j00VJ 4"-' Address Phone No. 7 3 7-74 72
Name of Architect .S'G���✓A2 j Z- Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO_�/
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? k YES NO�
IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named, CONNIE D. BUNCH
Notary Public,state of Now York
(S)He is the • No.01BU6155050
(Contractor, Agent Corpora e Officer, etc.) Com'Mission Explres April 14,29
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 20�
Notary Public Sig a re of Applicant
i
ell
Town of Southold - Chapter 236 - Stormwater Management
' 1 SWPPP - Storm Water Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPLICAtIT NAME: �er-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:(If Different than Applicant) '
Address: O v By J- ��.3 c v -i L- Address: 94S.
/s Z-V a .S-T /�rT/L✓J✓�/ /� I.
Telephone" - I Y/e r Fax M: Telephone A71? 7'7 2- Fax&
E-MaiL K f(ter- 4,- &-t G /wf E-Mail: I.
Property Address: 96 r J Z'ei,#W.V _r /✓,gyp/ f(/ Brief Description of Construction&dY 4Y,P+'oPoscd Siractaral BMPa,Soil
S.C.T.M.tll: 1000 1 i YJ � Sdbaliation BMPs,Project Scope and/or Sequence of Construction Activity d I
.—tom IProuido AddGmel Pages as Needed)
DMrW Bedlon 91xY Let
Marna of Conbactor andfar Contact Person Responsible for Implementation of SWPPP:
i
Address: ax-!_1 _ �--� ----- i
---------------------=-----------------
Telephone ik Fexfk ---^-..
I.
E-Mail; .--- .--------------------'----
Name of Persons Responsible for Installation 8 Mpintenance of Erosion Control Practice:
--------------------------------------------
-------------
d tees:
Fax tk ---------
Telephone t% --------------------------------------------
E-Mall:
t
Total Area OAK �[ ------------------------------------------- i
ng
Project Parcels: Itk 2 �� ndf rAGround Disturbance: �/0 S I
Pro)ectDuration: Start End ...------------------------------„--_-----_-_-_
(Anticipated) O Data; ' D%t 13 t__-_-_..___--__...._--------_._...__-____.._____-_ �
(NcnDerd Celendereeyal
..----.—_.—._---...._..._._—.._.-- '-----'--------- �
Will this Project Disturbs five(5)or More Acres at Q
Any One Time During the Proposed Development 7 Yes No ------------•---------------------------------
EYES:Planes Answer the FollowlnBl ----------------.------------.-----_---_--._-----
a. Does_the Applicant have a Qualltied Inspector On
Staff To Conduct the Required Inspections? 0 0
b. Doe's the SWPPP Indicate How Frequently the Site O List the NAMES or description of all Potentially Impacted Waterbodies andfor Wetlands:
Inspections will Occur and for What Period of Time? Yes No ^�/�/✓�
c. Does the SWPPP Adequately Identify AN Temporary = _ ---y- ----------'------------" -'
and/or Permanent Soil Stabalization Measures? Yes No
d. Does the SWPPP Adequately Identity a Complete Q 0 "'-_--_----•_._--_.-.._._.-.-._..._-._---...-__.-__-_--._____-.__._._-__._____-
t
Project Phasing Plan? Yes No Status of Impacted WeUrbody:(ag.TMDI,303(d}t feted Impaired_)
e. Does the SWPPP Indicate Additional Site Specific = =
Practices that Will be Utilized to Protect Water Quality? Yes No
f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted walerbody:(eg.take,Creek,Bay,Pond,sound,Freshwelerwemnd-)
Of Intent and SWPPP Acceptance Form for Review i .
by the Town of Southold? Yes No CONNIE D. BUNCH
STATE.OF NFW YORK, No.01 BU6185050
COUNTY OF..ft'l.,�G k.4..........SS Qualified in Suffolk County
,/�p �-�y`� *-- Commission Expires April 14,2—
That I...............<. .(.�1. ..j(..f......��I..!..�1.(, .teeing drily swom,deposes and says that lie/she is the applicant for Permit,
(Name of individual signing Document)
Andthat he/she is the ................................»...... .j+ . i; .... ....................»....... . i
( ••••t.Ca!Parata'iAce,etc)
Owner and/or representative of the Owner.or Owners,and is duly authorized to perform or have performed the said work and to ,
make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and
that the work will be rformed in the manner set forth in the application filed herewith.
Sworn to before me ;
............. ...... ........ .......day qr1..V
_..,20.f.J
Notary Public. ......... ..
......... ..................... .... .... ..............................._......
(signal of Applicant)
SWPPP Assessment FORM: 03-12
I-
Town Hall Annex
54375 Main Road y ( 1) L�
P.O.Sox 1179 ro er fiche
Southold,NY 11971-0959
�11II'I'h JAN 17 201
BUII/DIAIG DEi'ARTMEN'I' BLDG.DEPT.
TOWN OF SOUTHOLD TOWN Or sODTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. ,
Cite U �5 0,N—\ Date:
Company Name: U
,Name: '
License No.:
Address:
Phone No.: AK
JOBS ITE INFORMATION: (*Indicates required information)
*Name: , �'tTLSS cam,
*Address:
kCross Street:
'Phone No.: \ �_ -
Permit No.:
rax•Map District: 1000 Section: Block: Lot:
'BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Please Circle AN That Apply)
'Is job ready for inspection: YES/ NO. Rough In Final
Do-you need a Temp Certificate: YES/ NO
emp Infommadon(ff 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
►dditional Informafion: PAYMENT DUE WITH APPLICATION
07.[5..........a i� 1�........12..�r__ 'U
IG
g ��
SO�Tyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 Ol �Q
0OUIVT`(,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
December 19, 2013
Michele Roussan
4455 Douglas Ave
Bronx, NY 10471
Re: 8265 Second St., New Suffolk
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
6(/Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: BP 38032 —Add ition/Alterations
REVISIONS
N/0 F COt�?LY WITH ALL CODES OF
MALINOWSKI APPROVED AS tIOTED NEW YORK STATE & TOWN CODES
AS REQUIRED F
DATE: L!:u 13 B.P.#-3ZQ3-7
N 501'0" E 98.94' FEE: - 23gL:Lo BY: SO ri.H0LGTO'b WGB�ARD
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE S l; - 1111 ,, TEES
Z j` + FOLLOWING INSPECTIONS:
00
1. FOUNDATION - TWO REQUIRED
U'1 FOR POURED CONCRETE
N OAF .1 2. ROUGH - FRAMING & PLUMBING
ROBBINS .� 3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
PORK STATE. NOT RESPONSIBLE FOR MEETS AND BOUNDS BY:
DESIGN OR CONSTRUCTION ERRORS. o
to EXISTING 1 STORY HOUSE
RODERICK VanTUYL, P.C. M
QD GREENPORT, NY U
OCCUPANCY OR a
z
USE IS UNLAWFUL � 4� Y
WITHOUT CERTIFICATE �
o SCTM # 1000-117-8-10
PROPOSED ,�/�fi OF OCCUPANCY
2 1 STORY `�%�' / ni PROPERTY: 11671.9 SQ. FT.
�-- ,.
�- ADDITION
EXISTING: 1093.0 SQ. FT. (9.3%)
8'3 PROPOSED: 99.6 SQ. FT. (0.9%)
TOTAL: 1192.6 % (10.29/o
00
U1
, 0 RETAIN STORM WATER RUNOFF O
Z p PURSUANT TO CHAPTER 236
� p N O F OF THE TOWN CODE. �
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DRAWN. MH/MS
SCALE: 1l4"=V-0"
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SHEET NUMBER:
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M�'.�•.. Yi:C.' t
REVISIONS
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u JOB#:
SCALE: 1/4 = 1
May 03,2013
`4r SHEET NUMBER:
i
I
REVISIONS
i
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
ENDW.4LL RAFTER
• WALL STUD
• . CRIPPLE STUD BOTTOM PLATE
RIDGE LEDGER B ATHTUB
' HEADER DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
tN
1ST. AD55 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE of 2ND FLOOR AND TOP
2ND. ADSS ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP ,APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 o. SLOPE HANGER APPLY-TO EACH RAFTER LEDGER JOIST NODIRT
DIRECTLY
WITH DE JOISTS. UNDER WALL
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 9 / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N
HE FLOORS TO EACH OTHER W/ THREADED ROD. .ALL OPENINGS RT3 OR RT-71 TMOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC '� •y+
H M
� U �
WALL STUD am
THROUGH-ROOF EXHAUST a ►►] t,� ,�
VEIITS SELECTED AND
LOCATED BY CONTRACTOR �� w
METAL STRAP VENTILATON CHANNEL w .o °o
CRICKET AT TOP-SIDE OF U
RIM BOARD CHIMNEY AS REQUIRED 00 "
RAFTER j R, z IV
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN •� n
VENTILATION
` ` " ` ` '• ` ` '• ` ` '• `7,V
SIDEWALL FLASHINGWOOD JOISTFOUNDATION BLOCKINGTOP PLATE BLOCKING' FINISH WALL AND MOISTURE 2x4 LEDGER x
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST s
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP I ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIIAUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATIO14 ROOFIIIG TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 'A INCH IN DIMENSION.
INSTALL 4'0" D.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTIONI APPLICATION
i AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS ACTION 4' - 6" RAFTER RT10 10-3/4" x 18go. TYDO)WN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND
INSTALL 4'0" D.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16` LSTA36 1-1/4'06" 18go. STRAP AND JACK STUDS �� 8" - 12' RAFTER RT20 21-1/8" x 20ga. TrDO)WN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL O
ON ALL OPENINGS ♦ �� KEEP ROOFIIIG NAILS OUT
2ND. FLOOR WALL OF FLASHING/ �••���
ROOFING LAPS BASE
� FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER I RIDGE CAP OF SAME Q
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING
SHIIGLES AT BASE MIN. 4 INCHES THROUGH VENT Q W
WOOD JOIST
F•-d
TOP PLATE GIRDER/HEADER U
SIDE WALL FLASHING rTl
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
AS TO FORM DRAINAGE CHANIJELS AND O
INSTALL 4'0" D.C. PREVENT CAPILLARY ACTION
S. LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED A CU
ON ALL OPENINGS RIDGE VENT FOLDS
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONIIECTED TO A FLUSH HEADER TO BE SUPPORTED WITH w
CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO O
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
S. - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD _J
DBL SILL PLATE Wa
TERMITE SHIELD I ��SUB FLOOR
SILL GASKET r WOOD JOISTS
rNEOPRE
CONC. SLAB GASSKETNE '•% I 2x6 /2x8 CONTINUOUS WOOD PLATE
TYP. CONC. FOUNDATION ( A 6 MIL. POLY V
DAMPPROOF EXTERIOR BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR Y GRANULAR FILL ,
V STEEL COLUMN 1 ' ` ` �•� I 1/2 " DIA. BOLTS ® 48" o.c. STAG.
• A = r• % 1
a 6 e • C ROOF JACK
v CONC. SLAB 0 d� ' \� �� STEEL BEAM
• r v ANCHOR BOLT EMBEDMENT: // I
�.• I .'p POURED CONCRETE: 7"
COMPACT FILL BLOCK WALL: 15" ` 4" x 1/4" x 8" STEEL A l
p V T ► ` TOP AND BOTTOM PLATE \LJ
e p ROOFING LAPS
KEYWAY FOOTING • V • d • FLASHING AT % WITH 1/2" x 6" ANCHOR BOLT
�'p • L4 CONC. FTG. p Q p e' AND TOP O W
4• USE VMTH 3x3 SQUARE WASHERS SIDES A � 1 2" GROUT
• O ANCHOR BOLT CONNECTION (UJSP LBPS58 OR BP583) / z
D REINFORCING BAR - 3" STEEL COLUMN
DRAIN TILE ), &p ANCHOR BOLT CONNECTION FOUNDATION 5 M DIA. ANCHOR BOLT - _ I I I L11 J
SUPPORTING MAXIMUM SPACING FLASHING LAPS � ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM F-. O
(CRAWL PAC R FOUNDATION 1 STORY 72" OC U) LL
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL ci
TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC, FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING z
NEEDED
WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION � (V
'SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS VENTS DETAIL r^ L
co w
CONC. SLAB DOOR FRAME
SUBFLOOR O z
6X6 10/10 WIMA
GARAGE JOIST
COMPACT FILL
r DOOR � � 914
-
USE 2X8
STEEL BEAM
.^� FOR BLOCKOUT
t 4" SLAB '� „»yr :..:t z t °•.
W/ 6X6 WMM SLOPE
'• '• '• P.T. PLATE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT I*t•`r xw r
' 1 2" AIR ACE �� < / • s'
/ 9 1 2', (WITH A NAILING PLATE IF NEEDED;
• ' ` tea' AT END AND 4• •'• ' • •• • TD BE APROX. 1/2' OR HIGHER THArtr;s+'
<• ES OF MOD p • • STEEL BEAM TO ALLOW FOR SHRINKAG £ e T „eri "' "`•
G AIDE O %_�tR_.�_-aT_ •_. „�' BEAMS O s • �'•
d , O • • • • (PROVIDE STRAPPING TO KEEP JOISTS A
4 d �I, NI=p "` 5t .k •+
12" 0 = 6X6 W.W.M. 6 a •—d d�♦ _ul d • O 'p — `', 'r=' .1ti'�1 +a of DRAWN: MH/MS
MIN. s�i 4 • '• r'O r'A ^'r y �..�IAOTCH BEAM FOR MUDSILL IIF REQUIRED -- MAXIMUM ^ A {� ,SCALE' I/4—I-O
REINFORCING BAR t •, NOTCH EQUALS 1/4 DEPTH (OF BEAM ` •O • •ae
t` REINFORCING BAR • O� • ' +« JOB#;
DRAIN TILE A
12" • i_ SHEET METAL /30# FELT UNDER BEAM AT POINT
• OF CONTACT WITH CONCRETE OR COLIC. BLOCK LL- •,M
May03,2013
3 (B oLWI D UMB.T , AMI•. SHEET NER:TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) jT4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . SHIMS TO LEVEL BEAM yq f, .v4::.4"''
REINFORCE FOOTING NTH (2) �4 REINFORCING BARS. �; -x•t•��
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT tea,
BEAM POCKET A-2
REVISIONS
i
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE a- PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of l0d common nails required JOINT DESCRIPTION OTY SPACING NOTES
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOE-NAIL
1j.The information within this set of construction documents is related to basic design 2).RAFTER TOP PLATE 10'WALL:4-18d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS-TO-WALL ASSEMBLY: )
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST T WALL:3-8d COMMON EACH TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-18d COMMON JOIST
8 Y P 1; g P P PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES e •
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCTA SBC END NAIL ATTICS w/o STORAGE 10
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2.ad COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAiL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAiL (OTHER
HER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 �+ N
C R CAT DESIGNED FOR . )
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ( ~"
PER FACE NAIL
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-161d COMMON � t=+
TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWiND PATH CONNECTION N` N cn M
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all .2 a m
ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PA E41-5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16'd COMMONJOINTS FACE m rr
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE c
6).The General Contractor is to ensure that mason or refabracted fireplaces meets 5).TYPE t EXTERIOR SHEARWALL CONNECTIONS: u h w
'l P STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON .,
P PP P STUD O.C. NAIL �
attached with 8d common nails at 6"o.c-at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym..
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS
SYP P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified y, U N
in table 3.15a-b. TOP OR BOTTOM 2-I&d COMMO PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-i&d COMMOt, PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK m
6).TYPE I!EXTERIOR SHEARWALL CONNECTIONS: o
FOUNDATION NOTES: Type ll exterior factor in , ,a shall meet the requirements of table 3.LSa-b times the appropriate FLOOR JOIST BOTTOM PLATE TO:BAND JOIST 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2}.All footings to rest on undisturbed{virgin)soil. interior shearwails are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING MODERATE SLIGHT TO
P ) g JOIST TO: PER TOE TO HEAVY MODERATE
3 .Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 8 SEVERE 3 FT'. 11 YES -
concrete or mason walls inexteriororunheatedinteriorareas. 4-BdCOMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST' NAIL
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE O
4).Any new concrete walls being attached to existing concrete structure shall 2-ad COMMON
with table 3.5.Window sill plates shall be have steel connectors in accordance with cable TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
1_�
5).Unless otherwise noted,all slabs on grade to be 2500 s.L.Concrete to be 2-i§d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 Bd COMMON @ 6"O.C. SEE NOTES:1.3 r
l;r P• TO JOIST END NAIL @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-1 6d COMMONEACH TOE INTERIOR ZONE ad COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
~�
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL
� b"maximum lifts(layers). P P g � W
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C1 8d COMMON @ 4"O.C. SEE NOTES:1.3 E-+
b).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-116d COMMONJOIST NAIL NOTES Z
8xl6 cast iron foundation vent for every 150 sq.ft.of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3- ad COMMON PER TOE
j 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL Z
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY.
I N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfillin . All fasteners,hangers and anchors to be alvinized or stainless steel. 3-116d COMMON g P P g g g TO JOIST NAIL JOIST F-
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
H V
a as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8.Drainage P J SiLL OR TOP PLATE 2-116d COMMON FOOT SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored t�
2).Tabulated 12 inch o nail spacing assumes sheathing attached to rafter J truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
For framing members with
h<0.42<G<0.49,the nail spacing shall be reduced to 5 inches o.c. V 1
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. J
OINTTION NAIL NAiL C) O
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. NEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WiFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: O
Douglas Fir. 4}.Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE J
SHEATHING LOCATION NOTES h+Ny
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o,c_unless noted AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD
5).A minimum of 10 inch flashing shalt be installed between the building and ledger. NAiL HALL
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Q-n, SPACING " SEE NOTES:1,3(BOTH FIELDS) ^ ,
4 EDGE ZONE ad COMMON @ 6 O. 8d COMMON @ 12"O.C.
4).Unless otherwise noted,all beatingwall headers to be 2 2xl0#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
O g WALLBOARD Sd COOLERS 10"O.0.FIELD INTERIOR ZONE ad COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all b).Concrete piers shall be a minimum b'above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
NAIL NAIL
openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5).All flush beams headers to be installed with heavy du alvinized hangers and 9).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
8d COMMO ) g g q
`r1'duty g g D PANELS WFCM-SBC be used
anchors where applicable to all connecting joists. PLUMBING NOTES
7A6"OSB 3"O.C.EDGE
6d COMMOI
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to b inches o.c. }
on plans. WALLBOARD Sd COOLERS. 10"O.0.FIELD 1- Z
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. O W
other access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTE: W Y
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL -J
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P 4Y QTY. SPACING 0
where applicable unless otherwise noted. g p state code and manufacture's recommendation for maximum hole size and spacinermitted. STRUCTURAL PANELS Sd COMMO LL
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists
HVAC SYSTEM NOTES 1"OR LESS 1 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. o
2"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FiRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. N U)
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES:
under all bearing walls. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. rA
requirements. 3).INSTALL 1-Cot DETECTOR iN ADDITION TO SMOKE ALARMS PER FLOOR. Ln
10).Provide insulation baffles at eave vents between rafters.install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF 0) z
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED O
equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) _ J
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge..If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech 1 Contractor and owner for final review and approval, is nailed 3"on-center at the panel edge to obtain higher
plywood subfloor 1 .In concealed spaces of stud walls and partitions.including furred spaces,at the ceiling and floor
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural ) Pa Pa g P Sa;.+
J levels.Concealed horizontal furred s
over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, paces shall also be fireblocked at intervals not exceeding 10
N.Y.S.Residential Construction Code.
1).All electrical to be installed as per such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed �',"" y� '
j P using parallel rows of studs or staggered studs. ,.
13).All bathroom walls to have 1/2"thick moisture-resistantGarage sheetrock.Gara a walls and
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2).When wall sheathing is continuous over connected
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. ;.,"� � r y,*»
members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 4.,,'y . v4k* �y, DRAWN: MH/MS
to have regular 1/2"sheetrock.All walls to be taped and finished. 5i' a 1..,a�� '�' 't
3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. t. % . , „_
g P SCALE: 1/4 -1 0
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code.
3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces " j :;,..,•: ;�� JOB
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM under stain shall comply ; . `'�` ai
torch down type material over. P Y with Section R314.8,N.Y.S.Residential Code. +Y *zrzs May 03,2013
SHEET NUMBER:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of +
be installed with a foam sill gasket and co -r-tex termite shield or approved equal. flame and
of combustion. �„ �c��, ,�x��;�,�, ✓,
5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. -