HomeMy WebLinkAbout41167-Z tof souryOlo Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
UNT1. �'` Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47147 Date: 06/18/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION
Location of Property: 1050 Bavview Ave Greennort, NY 11944
Seca lock/Lot: 52.-5-46
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/02/2016
Pursuant to which Building Permit No. 41167 and dated: 11/16/2016
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Alterations to an existing single-family dwelling as applied for.
The certificate is issued to: James Radosevic ,Audrey Hanley
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 41167 6/18/2026
PLUMBERS CERTIFICATION:
Au riz d Signature
ofSO& TOWN OF SOUTHOLD
BUILDING DEPARTMENT
`� • o� SOUTHOLD, NY
ooulm
BUILDING PERMIT
RENEWED
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41167 Date: 11/16/2016
Permission is hereby granted to: Renewal Date: 06/16/2026
James Radosevic
1050 Bayview Ave
Southold, NY 11971
To:
construct alterations to an existing single family dwelling as applied for.
Premises Located at:
1050 Bayview Ave, Greenport, NY 11944
SCTM#52.-5-46
Pursuant to application dated 11/02/2016 and approved by the Building Inspector.
To expire on 06/16/2028.
Contractors:
Fees:
Renewal Fee $189.00
Total $189.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN [TALL
765-1802
APPLICATION 17012 CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate.of.Occupancy..-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
........_. ...--------- Date. Zo �
e /
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 10 5--o ri&k.,
House No. Street Hamlet
Owner or Owners of Property: Vine- "q je c,r "t J- #*vlec,�
Suffolk County Tax Map No 1000, Section 7 Block 5 Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: v
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$ 5�
Applicant Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y 2 TOWN CLERK'S OFFICE
v . SOUTHOLD, NY BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41167 Date: 11/16/2016
Permission is hereby granted to:
Radosevic, James
61 Jane St Apt 12L
New York, NY 10014
To: construct alterations to an existing single family dwelling as applied for.
At premises located at:
1050 Bayview Ave, Greenport
SCTM # 473889
Sec/Block/Lot# 52.-5-46
Pursuant to application dated 11/2/2016 and approved by the Building Inspector.
To expire on 5/18/2018.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $328.00
CO -ALTERATION TO DWELLING $50.00
otal: $378.00
l3ui ding Ins ctor
SO(/r�ol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.riche rKb-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Radosevic
Address: 1050 Bayview Ave City: Greenport St: New York Zip: 11944
Building Permit#: 41167 Section: 52 Block: 5 Lot: 46
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: REP Electric License No: 46288-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor X Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: Date: February 13, 2017
0-Cert Electrical Compliance Form.xls
SOUlyolo
�Y cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE �l 1 INSPECTORS`
VI \Q OF SO(/Tyo
�ycOUNi'1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL)
REMARKS: ( u
DATE I l I INSPECTOR%kk(4Vft6
OP SOUlyo6
# TOWN OF SOUTHOLD BUILDING DEPT.
H
631-765-1802
INSPECTION
[ ] : FOUNDATION-1 ST-/REBAR [ ] ROU PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[: ] FRAMING /STRAPPING FINAL
[ ,] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION [. ] FIRE RESISTANT PENETRATION
-[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
V fjf soUTyO
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL ( GH) [ ] ELECTRICAL (FINAL)
R ARKS: Q4mjlVrA -
4AVI%IrA�
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DATE I INSPECTOR
OF SO�lyo�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION .
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 7- 13 7 INSPECTORT
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST) ►=�
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'FOUNDATION (2ND)
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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 Ts s of Building Plans
TEL: (631) 765-1802 ~ Tanning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
tees
C.O. plication
F ood Permit
Examined 20 Single&Separate
Storm-Water Assessment Form
' C ntact:
Approved ,20�to Mail to: 5�� t %96—
��^^
Disapproved a/ J�
Phone
Expiration 20�_ 1
D LSo V uilding I pector
D
APPLICATION FOR BUILDING PERMIT
NOV - 2 2016
Date `� ® , 20
WELDING
rDEEPT.rr,,�� INSTRUCTIONS
4p_
Tq isO I§J?MI PI T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any,purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall'be required.
APPLICATION IS HEREBY MADE to the Building Department,for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and'other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections. // f
(Signature of applicant or n e,if a corporation)
5_/q 0-6 Jd- & -
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
J pv ry�-4t41�
Name of owner of premises Cis &A-( c✓�`� i/ t7 lxr
(As on"the tax roll or latest deed)
If applic t is a cor ra i gna re of duly authorized officer
, . 1
Miine'an�d titleof corporate.officer)
Buildercense No. 30(__N
Plumbers License No. AMP
Electricians License No.
Other Trade's License No.
1. Location of land on whic proposcd will be work done:
td 5,D � v?� "�
House Number Street Hamlet
County Tax Map No. 1000 Section Block Lot
i
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
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 -3 OU Fee
(To be paid on fling this application)
15. If dwelling, number of dwelling units Number of dwelling units on each floor--- �--
1 If garage, number of cars
i
16. If business, commercial or mixed occupancy, specify nature and extent of each type of use. li
I
17. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
I
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories d
V, t:
18. Dimensions of entire new construction: Front Rear t.:._i Depth
Height Number of Stories
i
9. Size of lot: Front Rear Depth
t.
10. Date of Purchase Name of Former Owner j
j
11. Zone or use district in which premises are situated'
12. Does proposed construction violate any,zgning,law, ordinance or regulation? YES N
113. Will lot be re-graded? YES NO: _�ill.excess fill be removed from premises? YES 1 NO
I14. Names of Ownev of premises Address,fi)Sb 8 fir•:-Ayehone Nd.
Name of Architect, Address - , - ' Phone Nd
Name of Contractor?OWnn ep/kJ • jn_c�&S Wdress_Vgjlb 14'A< Phone Nol,
15 a. Is this property"within 100 feet of a tidal'wetland or a freshwater wetland? *YES NO ff
* IF YES, SOUTHOLD TOWN TRUSTEES & O.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.
116. 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.
118. Are there any covenants and restrictions with respect to this property? * YES NO Y.-��'
1 * 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
I(S)He-is the Notary Public,State of Neer York .
(Contractor,Agent, Corporate Officer, etc.) NO. j
Qualified in Suffolk County
Commission Expires April 74,2 CQ0
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. j
Sworn to before me this
0i d day of 20 (g
Notary Public I ISignature of App icant
1
Scott A. Russell
01 u�IZ �� STO]KN[WA\T]E K
SUPERVISOR AWANAG]EAMI EN T
SOUTHOLD TOWN HALL-P.O.Box 1179 p
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑[� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑qC. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑FD. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑M E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑Ej F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,C tracto), they) S.C.T.M. #: 1000 Date:
Di
NAME:
(r-o Section Block of
a:..tr i'OR BUILDING 1Z lti : Ci�l...l'
Contact Information: /
Reviewed By:
Date:
Property Address / Location of Construction Work: — — — — — — — — — — — — —
/4,��� ����r�`� �� ❑ Approved for processing Building ermit.
/^jY�Yr/ f��/ Stormwater Management Control P an Not Required.
� 4A, A lam' ❑ Stormwater)Lianagement Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM SMCP—TOS MAY 2014
t
FF0 tkc �
Town Hall Annex Telephone(631-1802
54375 Main Road —c Fax(631) 734-9502
P_ O_ Box 1179 N ,
Southold, NY 11971-0959 r
is � rcr
<�O�Y�
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: 10 i hk
Owner: _J_If MCJ
r�
0 a
Location of Property: 0 C) 8 �v j hvv- y
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential sfructure $
Rehabilitation to an existing residential structure
to be constructed or perform.ed at the subject prgperty reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction.(PW)
Timber construction (TC-)
in the following locations) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Si9 nature:
.Name (person submitti g this form): ���
Capacity(check applicable line):
I
Owner
I
.Owner representative }
TrussResRegl5.docx Effective 111!2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
...... -...._ _.. ...- ---_----- -.._._ ------- DESIGN-ATIO'i-OF CONS T RUCT ii1141
(PMS) #187 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
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2" MIN. REFLECTIVE
WHITE
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COMPONE,NTS'CHAT-ARC'OF
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NEW YO K STATE DEPARMENT OF STATE
_ DIVISION OF CODE ENFORGEM'ENT
f_ AND ADMINISTRATION-
tP:�{27fdENl
SUFFOI,K COUNTY HEALTH D EPARTl�iT
DATE-A&O 19741,
D. REF. #
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facilities for this Iocativn have been
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING: APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, W
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FLOOR USP NUMBER DESCRIPTION APPLICATION ^
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS W �1
ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT �F
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSPNUMBERI DESCRIPTION APPLICATION LOCATIONJUSPNUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2
2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACHI RAFTER2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( )JOISTS.UNDER WALL.
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SIDEWALL FLASHING VENTILATION WOOD JOIST ^
FOUNDATION TOP PLATE BLOCKING A
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS C�48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - -
FLOORJOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
ROOFING TO AVOID SOAKING WOOD GIRDER
INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS CONTIN.SCREENED VENT
4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION-
ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD
INSTALL 47 O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICAITION OPENINGS OF 34 INCH IN DIMENSION. SOFFITED SAVE
8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO
ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0"O.C. / ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/B"x 20ga.TYDOWN ANCHOR EACH RAFFTER KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL
ON ALL OPENINGS
2ND.FLOOR WALL OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE LAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN.4INCHES THROUGH VENT
WOOD JOIST
TOP PLATE
SIDE WALL FLASHING GIRDER/HEADER •
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS META:FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD W
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND',RAKES—PROVIDE HEMMED EDGES 80 RAFTERS W
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 7
PREVENT CAPILLARY ACTION L
4'-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2"
ON ALL OPENINGS CONNECT EACFH RIDGE VENT FOLDS THE PROPER STEEL CONNECTOR.
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE
INSTALL 4'0"O.C. RAFTER TO PLATTE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE CD Z Lo
IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS
8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE.I:REDUCE BUMP OUTS Z r
ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF W 66 0)
J X 0 N
DBL.SILL PLATE Zo
TERMITE SHIELD �—SUBFLOOR M� O O co
SILL GASKET „' — WOOD JOISTS Z W
NEOPRENE •
TYP.CONC.FOUNDATION CONC.SLAB I f 2xb/2x8 CONTINUOUS WOOD PLATE O O
GASKET
DAMPPROOF EXTERIOR C GRANULAR FILL 6 MIL.POLY v' BOLTED TO STEEL BEAM WITH O
6MIL POLY ON EXTERIOR )'q 112"DIA. BOLTS•48"o.e.STAG, v'^J ^
° y ^ STEEL COLUMN _ I vJ 1.L CD
p a I a P C ROOF JACK `�` '
u v CONC.SLAB p `>° v // I I)�\ �` STEEL BEAM W v,
° C A 4"x I/4"x 8"STEEL u_O
COMPACT FILL ROOFING LAPS TOP AND BOTTOM PLATE
V ° d ° � p n FLASHING AT WITH I/2"x 6" ANCHOR BOLT
KEYWAY FOOTING ° / / q °.q CONC.FTG.—► •p Q•p L o' WITH 3.3 SQUARE WAS3HERS SIDES AND TOP `� I/2"GROUT
. o ANCHOR BOLT CONNECTION USE(USP LBPS58OR AS3) Q.
p REINFORCING BAR FOUNDATION S/8"DIA.ANCHOR BOO I 1 ~ 3"STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTIN MAXIMUM SPACING FLASHING LAPS , (10 KIPS
SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION
TYPICAL BEAM DETAIL
SILL PLATE TO FOUNDATION
TYPICAL CONC.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:
WHERE NEEDED FOR STRUCTURAL BRACING.
WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC
SLAB-ON-GRADE ROOF JACKS d VENTS DETAIL
I r—SUBFLOOR
CONC.SLAB DOORFRAME
6X6 10/10 WWM GARAGE I
—
COMPACT FILL G JOIST
USE 2X9
' I FOR BLOLKOUT STEEL BEAM D RAW N BY: J F
° 4" SLAB `\7 I = SLOPE
P.T.PLATE W/6X6 WMM cn 4"DRIVEWAY— NOTCH JOIST AND ADJUST HEIGHT
1/2"AIR SPACE < I °,, ' hl (WITH A NAILING PLATE IF NEEDED)
AT END AND e p n. '� TO BE APROX.1/2"OR HIGHER THAN
GRADE a '"--Zr-- - cr-- - ° ° ° r - DES OF WOOD o`n D `►' n o • STEEL BEAM TO ALLOW FOR SHRINKAGE 7/24/2016
f, a a a p BEAMS o� �., (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M. °— — —�e — — — <,- ° _„i a _
12" ° �', •D C n Q p l)•p A ° e ��NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMIUM p � SUBFLOOR
MIN. % ° ° REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM
REINFORCING BAR OIST
�1 n D s n >'°�
_ SCALE: SEE PLAN
.� + °a"° o�• a ^F
DRAIN TILE I ►I ° SNEET METAL/30#FELT UNDER BEAM AT POINT d��. o a p•s — v�
12" OF CONTACT WITH CONCRETE OR CONC.BLOCK —rr STEEL BEAM
9 TV
TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " °., SHIMS TO LEVEL BEAM PLAT ED' BEAM)
REINFORCE FOOTING WITH(2)04 REINFORCING BARS. �+
3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR B f4LOCKOUT �(,r�° r"!- 04'�' SHEET N O.
BEAM POCKET 01,!r.
WIND FRAMING NOTES NAILING SCHEDULE FLAN CONTENTS: W
G EN ER A L T NOTE51).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION Vol V
1-1/4.x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL • ail
JOINT DESCRIPTIONNOTES BUILDING USE F=i
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACINGBUILDING: HEIGHT 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
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT, OF CONSTRUCTIO W P4 O
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 8'WALL:3-8d COMMON( EACH TOE-NAIL Q
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:4-8d COMMO JOIST State buildin codes.The General Contractor is responsible for rovidin 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 PRESCRIPTIVE G PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE ANDO
g providing CURRENT SBC HIGH WIND EDITION 1000D 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 LAPc AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES low-one
OVER PARTITION WFCM-SBC LAP NAIL EXT, BALCONIES 60 rT1 w W
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 w Zmeets 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 WFCM-SBC SBC END NAIL _J
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 ATTICS w/o STORAGE 10 �. J
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 2-8d 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. 2-16d COMMON ROOMS (OTHER THAN SLEEPING) 40
RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 4). NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30
11.4
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 0
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL � I�
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 Qom. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 Z
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY
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 2-16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE MM
INTERSECTIONS
4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS
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 HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK BASED ON 2010 NYSECC
BOTTOM PLATE TO:
FOUNDATION NOTES: Type ll exterior shearwalls shall meet the requirements of table 3.15a-b times the appropria FLOORJOIST,BANDJOIS 2-16dCOMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACINGMODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 LBS. 130 B SEVERE 3 FT. 11 YES -3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
4-BdCOMMOr`J ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDE JOIST NAIL
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATENOTES
be installed with#4 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 FIEL
5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY:
P 9 g• BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS
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 3-16d COMMOI INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6).Crawl spaces to be provided with a minimum
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.0 8d COMMON @ 4"O.C. SEE NOTES:1,3
8x16 cast iron foundation vent for every 150 sq.ft..o of requirements. TO BEAM JOIST NAIL
JOIST ON LEDGER 3-16d COMM01 3-BdCOMMOMI PER TOE NOTES
f area."access opening.Install one attached with the above
7).Dampproof exterior of foundation with bituminous coating as per DECK AND COVERED PORCH NOTES.
TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NO'--ES ONLY.
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 (��
9 9 TO JOIST 3-16d COMMOri r JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on ei,ch side of the roof peak, W
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers end anchors to be galvinized or stainless steel.
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. W
8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMOP
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
P P P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � 1 r�1111
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. V (0 Lo
1).All framing techniques and methods as prescriptive design of current SBC High Win ).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL z I" z
Edition Wood FramingConstruction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For �
Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. W (D
9 below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE 8d AS PER TABLE 3.t WALL SHEATHING EAT H I N G REQUIREMENTS FOR WIND LOADS: �(I
2.Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC .I X J
Douglas Fir. 4).Deck joists to have blocking at 8'0 0.c.. CEILING SHEATHING: Q O O (o
NAIL SPACING NAIL SPACING AT INTERMEDIAT
SHEATHING LOCATION NOTES Z CO = ti
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL
otherwise. JOINT DESCRIPTIO O
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINIG 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELD
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD O
4).Unless otherwise noted,all bearing wall headers full
en(2)stud #2+BTR.Doug.Fi. 5d COOLER U O Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.F'IEL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES W W
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
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir to girder(s). JOINT DESCRIPTION Qom. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.NAIIL W
and blocking where applicable. ON
5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3. 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall L.f_
PANELS WFCM-SBC be used. 0-
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 9).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FFIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 5d COOLER WALLBOARD 10"O.C. FIELD 7" O.C.IEDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
2).Verify septic system with the Engineer for Suffolk County Health Department approval. W
on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
FLOOR SHEATHING:
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTE'
under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACIING
8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. 1"OR LESS 8d COMMO 12"O.C.(FIEL
HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED'TO IF 3).INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED DRAWN BY: J F
2q HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblockin p openings( )
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed g shall be provided to cut off all concealed draft o enin s both vertical and horizontal
over subfloor as per manufacture's instructions. equipment supplier. 1).Nailing requirements are based on wall sheatlhing and to form an effective fire barrier between stories,and between a top story and the roof space.
).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheatthing Fireblocking shall be provided In wood-frame construction in the following locations. /�^/2�i
1 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtaim higher `T
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
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 SCALE: SEE PLAN
12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over conn(ected
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at s its,
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t to be reduced tot-16d nail per foot. drop ceilings and cove ceilings.
).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 r
be installed with a foam sill gasket and cop termite shield or approved equal. of N.Y.S.Residential Construction Code. Or �iS IR*
3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed sp es 4i 4 SHEET N O.�
under stairs shall comply with N.Y.S.Residential Code. ,`� a i��SQ15+Lc
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passag of yr o
flame and products of combustion.
5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. n
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11/28/2016
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JAN 2 7 2017 SCALE: SEE PLAN
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