HomeMy WebLinkAbout31034-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31454 Date: 02/27/06
THIS CERTIFIES that the building ADDITION
Location of Property: 1705 GRAND AVE MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 107 Block 8 Lot 40
Subdivision Filed Map No. Lot NO. r
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MARCH 30, 2005 pursuant to which
Building Permit No. 31034-Z dated APRIL 1, 2005
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 DWELLING AS APPLIED FOR.
The certificate is issued to WILLIAM BARKER III & JUDITH R.BARKER
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2062624 01/05/06
PLUMBERS CERTIFICATION DATED N/A
s
Aut orized Signature
Rev. 1/81
l 3Y�0.? tG✓�1 '�f y
Form No.6
TOWN OF SOUTHOLD
FFB 2 3 BUILDING DEPARTMENT
TOWN HALL
I 765-1802
_n
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 property 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$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15.00
Date.
New Construction: �_Old or Pre-existing Building: 'PIK_ (check one)
Location of Property: /`/f>S 8-,eo y� 445- 167,9171 7-e&l—
HouseNo. Q- '- Street Hamlet
Owner or Owners of Property: k)ln • L • hP- - Jot)TH �•
Suffolk County Tax Map No 1000, Section /0 Block Lot �40
Subdivision Filed Map. Lot:
Pemrit No.3/03,9( Z Date of Permit. 0,9�0/. 04 Applicant:_ O u nee
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: ✓ (check one)
Fee Submitted: $ cQ 5. 0%60
Applicant Signature
ca ?- ,, ) 4 5y
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. 31034 Z Date APRIL 1, 2005
Permission is hereby granted to:
WILLIAM BARKER III
PO BOX 728
MATTITUCK,NY 11952
for
CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR
at premises located at 1705 GRAND AVE MATTITUCK
County Tax Map No. 473889 Section 107 Block 0008 Lot No. 040
pursuant to application dated MARCH 30, 2005 and approved by the
Building Inspector to expire on OCTOBER 1, 2006 .
Fee $ 150 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
5or���L3rL3 ��L3Mn�nLpL�C3rL3 ffl3l M
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY C5
40 FULTON STREET — NEW YORK, NY 10038 5
c7 CERTIFIES THAT 5
Upon the application of upon premises owned by
5 W. BARKER WILLIAM BARKER 5
5 P.O.BOX 728 1705 GRAND AVENUE 5
5 MATTITUCK, NY 11952 MATTITUCK, NY 11952 5
5 S
c5 Located at 1705 GRAND AVENUE MATTITUCK, NY 11952 �5
Application Number: 2062624 Certificate Number: 2062624 5
5 Section: Block: Lot: Building Permit: BDC: ns11 �5
Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5
5 electrical devices and wiring, described below, located in/on the premises at: C5
�5+ First Floor,kitchen addition,Outside, Ij
5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
herein, was conducted in accordance with the requirements of the applicable code and/or standard 5
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5 authority having jurisdiction, and found to be in compliance therewith on the5th Day of January,2006. 5
Name OTY Rate Rating Circuit Tyne Amount 5
5 Appliances and Accessories
5 Cooking Deck l 0 30 Amps $0.00 5
5 Oven 2 0 5.4 KW $0.00 C
5 5 Wiring and Devices 5
Outlet 14 0 Fixture $0.00 5
5 Cj Fixture 14 0 Incandescent $0.00
Outlet 15 0 General Purpose $0.00 5
5 Receptacle 12 0 General Purpose $0.00
5 Switch 8 0 General Purpose $0.00
5 Receptacle 2 0 GFCI $0.00 5
5 Invoice Total $85.00
5 5
5 5
5 seal
5
5 THIS TR YnTJR RFrFTPT 5
I of I 5
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5 5
oM Ft ffL! .ffflrd3 rl� cP cfar�rJ�
�oOF SOGry�6
rico
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS ION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE Z- LO INSPECTOR
,1,OF SO4Ty�6
Ll
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE^A/CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
a
DATE INSPECTOR
76S-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND XINSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: Lot- O
o 4� ce-, � ,
DATE ���/ OS INSPECTOR '
31
D3 If Z 765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ O] FIRE SAFETY INSPECTION
REMARKS:
DATE s /(' - S INSPECTOR ''�
3 ) 0 3 z 765.1802
BUILDING DEPT.
INSPECTION
FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY[ ,]4-FIRE SAFETY INSPECTION
REMARKS:
116
DATE 3 �� INSPECTORS
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
Date: February 22, 2006
To: Town of Southold
Re: Strapping Inspection
William Barker
1705 Grand Ave.
Mattituck, NY 11952
Permit#3103.1
To Whom It May Concern:
Tlus letter certifies that all wind strapping on the above mentioned project is in tact, and
meets all state and local building es. Any questions please feel free to call.
F NEW YO
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q�FESS1
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST) ' - w ;3
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PLUMBING --- ---- ---
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INSULATION PER N.Y.
STATE ENERGY CODE - - --
FINAL
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 I Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
"-ww. northfork.net/Southold/ PERMIT NO. .3/ 3/F_ Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 3a , 20 Contact:
Approved V/( ,20 0-S7 Mail to:
Disapproved a c
Phone:
Expiration (o f �, 20 06
r; u �} _l Building Inspector
MAR 3 0 2005 J��
t APPLICATION FOR BUILDING PERMIT
! "w : DEP'
_T4 yru -7 sr_Tt+0!-D Date /1'7AttN 12006
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 work authorized has not commenced within 12 months after the date of
issuance or has not been completed within I S 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.
VJ
(Signature of applicant or name, if a corporation)
eX
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
ev,-?ems
Name of owner of premises /�T�/L L iron Pjy.e �Eo2
(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:
/70 s d ,pR ,WD Aj/Z_-�ez-c 1-40T717vC-.L
House Number Street Hamlet
County Tax Map No. 1000 Section /0 '/ Block 8 Lot hZo
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed copstruction:
a. Existing use and occupancy 1<28,616C?r7C e
b. Intended use and occupancy�P5lD enC
3. Nature of work (check which applicable): New Building Addition l/ 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 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 Rear r6, Depth a7
Height Number of Stories /
Dimensions of same structure with alterations or additions: Front 15-61 Rear S�
Depth �24/- Height Number of Stories i
8. Dimensions of entire new construction: Front Rear /5. 8 Depth
Height Number of Stories
9. Size of lot: Front / SO Rear /5-10 ��Deepth
10. Date of Purchase / 7R Name of Former Owner /(/iGNoL�S �o�✓ �L J� u �/c/z
11. Zone or use district in which premises are situated /02 - A10
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO V
13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES_NO V
14. Names of Owner of premises OM &,eke,- Address M,077/706Z— Phone No. a99 -6-85-5
Name of Architect v gmrs Address 16 AT9��a c� Phone No 7y- 7355
Name of Contractor �?o!�/� P�cLr- Address '10 vTfh 6 Phone No. 6- /oB
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/
* 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 V
* 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.
STATE OF NEW YORK)
SS:
COUNTY OF Cu 1.4--)
(p l( c-• d4n k Ew being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Dur�2 e
(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 tq before me this
SVday off- 11r --2003_
Notary Public Signature of Applicant
VICKI L.LOPER
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Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release 1
Data filename: C:Trogram Files\Check\REScheck\BARKEP rck
PROJECT TITLE: ADDITION
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE: Non-Electric
WINDOW/WALL RATIO:0.25
DATE: 10/24/04 "�F r Nij
DATE OF PLANS: 10/2004
PROJECT DESCRIPTION:
BARKER RESIDENCE 1
GRAND AVE '+
MATTITUCK.NY Ax•
�Oa e 0 �O
COMPLIANCE: Passes 9 � '
Ma)dmum UA=69 S Q
Your Home UA=68
1.4%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R- & I UA
Ceiling 1: Cathedral Ceiling(no attic) 235 30.0 0.0 8
Wall 1: Wood Frame, 16"o.c. 391 19.0 0.0 18
Window 1: Wood Frame:Double Pane with Low-E 53 0.350 19
Window 2: Wood Frame:Double Pane with Low-E 4 0.320 1
Door 1: Glass 41 0.350 14
Floor 1: All-Wood JoisVrmss:Over Unconditioned Space 235 30.0 0.0 8
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building
plans,specifications,and other calculations submitted with this permit application. The proposed systems have been
designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design
Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and
professional judgment,such plans or specifications are in compliance with this Code.
�l
Builder/Designer �1i MES J f�bGdkoskX, Date_&U -25''o y
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release 1
DATE: 10/24/04
PROJECT TITLE: ADDITION
Bldg.
Dept.
Use
I
Ceilings:
[ ] 1. Ceiling l: Cathedral Ceiling(no attic), R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350
I For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break?[ ] Yes [ ]No
Comments:
[ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor: 0.320
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
I
I Doors:
[ ] 1. Door 1: Glass,U-factor: 0.350
Comments:
I
I Floors:
[ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
I 3"clearance from insulation.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
Materials Identification:
[ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ 1 I Materials and equipment must be identified so that compliance can be determined.
[ J I Manufacturer manuals for all installed heating and cooling equipment and service water heating
I equipment must be provided.
[ J I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ J I Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ J I Return ducts in unconditioned attics or outside the building must be insulated to R4.
[ 1 I Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-
[ J I Return ducts in unconditioned spaces(except basements)must be insulated to R-2..
Insulation is not required on return ducts in basements.
I
I Duct Construction:
[ 1 I All joints.seams,and connections must be securely fastened with welds,gaskets, mastics(adhesives),
mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
[ ] The HVAC system must provide a means for balancing air and water systems.
I
I Temperature Controls:
[ 1 I
Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
I Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ 1 Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ 1 I Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction
I provisions of the Building Code of New York State,the Residential Code of New York State or
the New York City Building Code,as applicable.
I
Service Water Heating:
[ 1 Fater heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
I Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness'n Inches lw�y+,�C
Heated Water Non-Circulating Rnoo ng Circulating Mains and Runouts
TemmMWM(Fl Uo to 1" IIn to 1 5" 1.5"to 2 0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 1: MinimumInsulation Thiekmess for HVAC Pipes
Fluid Temp. Ingnlation Thickness in Inches by Pined
Pining System Tvttes BangO..(F) 2"Rnnnnta V and Less 1 25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperatme 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
Applicant/ Date. JJ
Owners Natile_��7 ^.� ,u 1`? _ _ 'Reviewed:
ArchitecU
Subm'Med:
SCTM #.
District: f.QOM Sec(iott: � 131ockTLor. 4ZO_
Project Subdivision
Location: / h��` 4, Name:
Single� Separate Required
ccltlf.cation: (yep f No)
-
1_ohing llislricl: (tAl slzc P 6�7 Acnial: / ( (1 of covcragc I'rut�<iscd`"
(j roar ti'ard t?roposcd: I (Side Yard Proposal:_ �) [Rear Yard � Proposed-
Project Description:
AGEIYC'N.�'EITS e c
RMUFP,]tD EOQR 1REyIEW N.A. ISO YES Number
Suffolk County Health'Dept.
Now York State, D. R.C.
Town Tmst6w _
Town Zoaing Board approval'. _•
Town placating Board approval:
Flood Plane Elevation?2?
Flood Zone: ,. '
5-81I
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1 VERIFT NEW FOUNDATION WALL HEIGHT IN FIELD o
PRIOR TO 6WDI
LNG WALLS. FINISHED FLOOR i e
_ HEIGHTS SHOULD SE LEVEL OF ADDITION o
, AND EXISTING HOUSE
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ADDITION
GRAND AVE", MATTITUGK, NY
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y
ROOF
ASPHALT ILAMEROOFING
5• FELT UNDERLAYHNT - _ / T - (���/' POST
1/2" 4-PLT FIR GDX SHEATHING _ _ - _ _ -- ! L TO -
2X12RR +alb"00 _ - ! RIDGE -- - - _-
3 - 14" LvI_ RIDGE
INSULATION.
IL+•+—I IILLLL::� CEILING: OO W/ E AHING I BETWEEN
EXTERIOR WALLS: -- - ROOF SHEATHING INSULATION
,.0111_ SIDING TO MATCH HOUSE -- - WALLS: RIB
15- FELT UNDERLAYMENT - - FLOOR- R30
/2" A 14 NG _-
_ I SHE T I
2X6 STUDS OF .2 MI6°OC - - - -
HIUG
aoPT't/M1-PEa F03TPRCHT0DRAJN - - - 3/4" SUFFLOOR , - - - '- - - - - - -
PLUMBING SCHEMATIC ---' -OVER- -
KT s. _ -- 2X8 FJI OF � -16"OO - -
FOUNDATION. -
5' PC WALL5 (ALL CONC. MILK.) 4. SILL: 2 -Oce GIRDER
DAMPPROOF EXTERIOR "r 2X6 PT P ATE
6-HIL POLY OEfUIEEN GRADE TERMITE SHE 4X4 PT POST _
( FOUNDATION WALL i„ 51LL GASKET k.
16"XB" CONC. FOUNFOATION .ti 2" GONG. SLAB m
W/ 2 -•4 STEEL RE-BAR
SECTION -A
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL WINDOW / DOOR SCHEDULE ExPOSUREcATAGORY: C
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS MEAN ROOF HEIGHT: 11'-8"
( MAXIMUM MEAN ROOF HEIGHT: 35) LIVING SPACE EXT. WALLS DOORS / WINDOWS):
EGRESS GLU-VAWE AZING UNIT AREA MIN D.P MIN.D.P. UNIT D.P. NOTES
MANUFACTURE CATALOGUE NUMBER
DESCRIPTION SF. S.F. S.F. QTY MIN
ZONE 70NE5
ANDERSEN 2846 DBL.HUNG 5.2 9.5 0.35 13.2 9 - 40 50 USE DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS
SHUTTER ASSEMBLY
\„\ ANDERSEN— - FW660611 GLDG.UR 153 24.9 0.35 40.8 1 - 40 90
N.T.S. \� - ---- — --- -- - - -- -
FOR PANEL SPANS: ANDERSEN RT./LT TRIANGLE 2LEXI'-B-5/8"WIDE FFRAME 111 U] 0.32 2.1 2 45 65 ANGLE TO MATCH ROOF PITCH
C < 4'0 WIDE SPAN --
23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD \"
(OVERLAP AROUND OPENINGS 4")
ASSEMBLY:
ATTACHING STRUCTURAL PANEL. FASTEN TO BUILDING w/ 11
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL II
WOOD SCREW @ 16" O.C.
MULTIPLE SECTION ASSEMBLY:
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: IT- °I
11 1/4 THICK BOLTS @ 2' OC
#10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) \MACHINE BOLT BOLT Q 12" U.C. 11J Iia
II II I I
II II I II
SHUTTER ASSEMBLY
N T.S. L1-
ALTERNATIVE FOR OPENING PROTECTION FOR PANEL SPANS:
TABLE 1609.1.4
4' OR WIDER SPAN 11 II SNE P
1 P
WINDBORNE DEBRIS PROTECTION FASTENING 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD a°' ill ii- �P"� DEEk R,F
SCHEDULE FOR WOOD STRUCTURAL PANELS (OVERLAP AROUND OPENINGS 4")
FASTNER SPACING (INCHES) 1 > a
FASTNER PANEL SPAN 2FEET<PANEL 4FEET<PANEL 6FEET<PANEL 2x4 STRONG—BACKS 24" OC IA, II, I 'lu
TYPE <2 FEET SPAN<4 FEET JSPAN<6FEET JSPAN<IRFEET 11 _
2-1/2"#6 ASSEMBLY: II �28, Ory �2
WOODSCREWS ifi is 12 s 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR II FO �O 72 x,
21/2#B STAINLESS STEEL WOOD SCREW � 12" O.C. OFESS NP
WOODSCREWS +s 1s is iz 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM WOOD SCREW O 16" O.C .
PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN
ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ADDITION
OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) GRAND AVE, MATTITUCK, NY
(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1 4) MACHINE BOLT 0 12" O.C.
PG. 3 of (o June 29, 2005 SCALE I/4" = VO�� JD/MH
15 8'I
------------------------------------ •,
------------------------------------------
1
11 ,I
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I
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I
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",", 24"X18" AGGE55 OPENING -------------------------'-----
n - n ____________________________ -----_____ ______________________________________________
, ,______________________ NOTE
q ' VERIFY NEW FOUNDATION WALL HEIGHT IN FIELD
n PRIOR TO BUILDING WALLS. FINISHED FLOOR
V" I HEIGHTS SHOULD BE LEVEL OF ADDITION
AND EXISTING HOUSE
Vu
na 11
BVI
1 'I
•" ,
STEEL COLUMN W/ 24"x24"XIO"
ep 1 - v
GONG FTG. UNDER POST TO RIDGE
I
I
I
1 I
I ,• I I 4
I
EXISTING GIRDERS
I I i
T-O�--"
APPROVED AS NOTED
DATE:
I 'n y FEE: iSO.
NOT BUILDING DEPARTMENT AT
" -
7651882 BAM TU e 'M FOR THE
n
yY
FOLLOWING INSPETLNS:
1. FOUNDATION .WO REQUIRED
FGF, POURED CONCRETE
b, PLUMBER CERTIFICATION 2. ROUGH - FRAMING 8 PLUMBING
3.
INSULATION
N
ON LEAD CONTENT BEFORE'I " �„u.noN MUST
4. FINAL - CONS
j PLUMBING FOR C.O.
ALL PLUMBING WASTE
CERTIFICATE I° BE COMPLL
&WATER LINES NEED SOLDER USED IN WATER .^ ALL CON^TFUCI�Gw SHALL MEET THE
TESTING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW
--------------------------------- ----- UPPlY SYSTFA4CANNOT-: C
------------------------------------- - -----+ o 1. �;,�DESI STATE. NOT RESPONSIBLE FOR
a / 1 - - �+ DESIGN OR CONSTRUCTION ERRORS.
� r o .
CERTIFICATION OF
OCCUPANCY OR 1\
NAILING & CONNECTIONS USE IS UNLAWFUL
REQUIRED, WITHOUT CERTIFICATE
OF OCCUPANCY �I
LL CONSTRUCTION SHALL ADDITION
ME, a'THE REQUIREMENTS OF THE
CODESOFNEWYORKSTATE. GRAND AVE., MATTITUGiG, NY
P6 SCALE JD/MH
OF � OaLober 24, 2004
FLOOD
"UNDERWRITERS CERTIFICATE COMPLI
YW
RETAIN STORM WATER RUNOFF ITHO AGE APT
OF THE TOWNN
PURSUANT SECTION 45-100 REQUIRED FLoo SOU 1 r,uLD TOWN coDE.
CODE.
I9'-10" ��- 15'-8"
20'-6," �-
3' OII 9' SII 3. OII
2846 2846
O RT. TRIANGLE RT. TRIANGLE
FLEXIFRAME FLEXIIFRAME
«1 ABOVE ABOVE
P
m
' 2XIORR a16"bG O
—� 62
O
Q1 Ill
S
3
� � LL
NOTE:
a USE 3 - 2X6 OF •2 HEADFRS
V v 1 FOR ALL EXTERIOR OPENINGS
O
O O
BILD WALL UP
TO ROOF
- -2 - 2X8 DF-2 Pow TO -
�DGE / FOIINFPTIuN
5i-�II
Y �l .
U�
ADDITION
GRAND AVE, MATTITUOK, NY
FG.
October 24, 2004 SOALE U4° = p07JD/MH
RIDGE VENT _
OF: \
ASPHALT ROOFING - _ IZ
IS- FELT UNDERLAYMENT '-Lllglltfll;
1/2" 4-PLT" FIR COX SHEATHING
2XIORR -I6'OC - 2X4 TO
0l6 OG RIDGE
2 - II-T/B" LVL RIDGE
-�E
INSULATION:
EXTERIOR WALLS- IX6
- CEILING R3O W/ SNAP-VENT BETWEEN
ROOF SHEATHING x INSULATION
BIDING TO NIATOH HOUSE WALLS R9
ISx FELT UNDERLAYMGNT1/2" SHEATHINGFLOOR: R30
6 STUDS DF x2 ml6 OG '� . I� �
SLOPE'v4'PER HUOT PITCH TO DRAIN 3/4" BUBFLOORPLUM6ING SCHEMATIC - -OVER 2X10 FW DF x2 6 OG - -FOUNDATION:W PC WALLS (ALT. CONC. BLK.) :
DAMPPROOF EXTFRIOR PT PLATE -
6-MIL. POLY BETWEEN GRADE TERMITE SHIELD -
/ FOUNDATION WALL 4. BILL GASKET ACCESS 0
16"X6" CONIC. FOUNFDATION OPENING T GONG. SLAG
rt
W/ 2 - x4 STEEL RE-BAR
SECTION ION A—A
WIND- BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL WINDOW / DOOR SCHEDULE EXPOSURECATAGORY: C
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS MEAN ROOF HEIGHT: Y7'-8"
( MAXIMUM MEAN ROOF HEIGHT: 35')
LIVING SPACE (EXT. WALLS DOORS / WINDOWS.
=2846DBL.
GRESS GLAZING UNIT AREA MIN D P MIN D P
WINDOWS).-
MANUFACTURE CATANUMBERRIPTION S.F. 5F U-VALUE SF QTY ZDNE4 ZONE UNITD.P. NOTES
�`�` ANDERSEN HUNG 52 95 035 112 1 - 40 50 USE DESIGN-PRESSURE UPGRADE TO NEU CODE REQUIREMENTS
SHUTTER ASSEMBLYANDERSEN G DR 153 29.9 035 40.0 1 - 10 1p
N.T.S.FOR PANEL SPANS: �\ ANDERSEN RT/ E FLEM FRAME - 0Z 0.32 21 2 - 45 65 ANGLE TO MATCH ROOF PITCH
0 < 4'0 WIDE SPAN ----
23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD
(OVERLAP AROUND OPENINGS 4")
ASSEMBLY:
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ld'"
W (w/ WASHERS) GALVINIZED OR STAINLESS STEEL
WOOD SCREW @ 16" O.C.
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I , I`I \ MULTIPLE SECTION ASSEMBLY:
#10 TEE NUTS ATTACHED 10 BLDG. w/ #10 ( W/ WASHERS) 11 II 1/4" THICK BOLTS @ 2' OC
MACHINE BOLT @ 12" O.C.
IJ'" 1d'" cI-
�\, li 1I 1 1
SHUTTER ASSEMBLY
N.T.S. 11 11 _ II
ALTERNATIVE FOR OPENING PROTECTION FOR PANEL SPANS:
TABLE 1609.1.4 4' OR WIDER SPAN
WINDBORNE DEBRIS PROTEC PION FASTENING 23/32" APA SPAN—RATED 48/2'.4 SHEATHING GRADE PLYWOOD
SCHEDULE FOR WOOD STRUC TURA)_ PANELS (OVERLAP AROUND OPENINGS 4... 1 1 1`1 11
FASTNER SPACING (INCHES)
FASTNER PANEL SPAN 2 FEET,PANEL 4 FEET,PANEL 6 FEET,PANEL 2x4 STRONG—BACKS @ 24" OC 11 \
TYPE <2 FEET SPAN<4 FEET SPAN 16 FEET SPAN<6FEET
z-uz"R s ASSEMBLY:
WOOD SCREWS 16 16 12 9 "I). PREASSEMBLE PLYWOOD TO :2x4'S: // 10 (w/ WASHERS) GALVINIZED OR 11
2-v2ne16 16 16 1z STAINLESS STEEL WOOD SCREW @ 12" 0 C. �� 11
WOOL)SCREWS 2). ATTACHING STRUCTURAL PAINEL: FASTEN TO BUILDING w/ 19
l
WOOD STRUCTURAL PANELS WITHA MINIMUM THICKNESS #10 (w/ WASHERS) GALVINIIZED OR STAINLESS STEEL
KNESS OF PROTECTION
AND MAXIMUM
PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENINGPROTECTION IN WOOD SCREW @ 16" O.C.
ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. #10 TEE NUTS ATTACHED TO BILDG. w/ #10 ( W/ WASHERS) ADDITION
(REFER TO SECTION 1609.1.4, 1609.6 5 AND TABLE 1609.1.4) MACHINE BOLT @ 12" O.C. GRAND AVE„ MATTITUC<, Nr'
PIS SCALE
4j of �j. Oc Lober 24, 2004 i/4" 1'O" JD/M14
L�
- ----------
-
EI' E3 rn
REAR ELEVATION
77]
RIGHT ELEVATION
LEFT ELEVATION ADDITION
GRAND AVE., MATTITUCK, NY
PG SG41_E
October 24, 2004 I/4" Ib" JD/1"IH
_WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USED METAL CONNECTORS FOR PROPER WIND RESISTANT I GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS —
i,
III['^J /� � / ��
RAFTER WALL �
ENOWALL GRIPPE[-STUD \ BOTTOM PLATE ;
\�. RIDGE "� f_�, LEDGER y FATHER
HEADER VV
-O DOUBLE JDIsrvA�
SmrwALL— ] A L ' A
SAFEST
JACI(sTU05 J
\ \
JOSEUSPNUMBER BESLRIPTIUN PPPLICAl10NADLHOLD DOWN LONNECTTO 151DEOFL CORNERSANCHOR TO FOUNDATION WI ANCHORBOL T6 BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT FOtaIOE OFPLL CDRNERSON LOCATION USr NUMBCIi UESCKIPTION APPLICATION LOCAIIDN USP NUMRER DESCRIPTION APPLICATION RAFTER 512E USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WDLL RUNIJING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT PLATED Or?NDFLOOR ANO TDP - - — - - — .1015101RECTION WITH2101BTS UNDER WALL
ASS,
PLLOPENINGS L5TA12 x114"z12"25pa STRAP APPLYNEACH JAf.K STUD ROOF LSTA2A 1-iN'k.Y"2Bga STRAP MPLV OVERRIDGETO EACH RAFFfiH 2e62zB L526 i6Ba SLOPE.HANGER MPLY TO EACH RAFTERILEDGER fL
AN
PLATES OF 1ST FLOOR GOBBLE THROUGH 2510 L52111 19e5LOPG H/VJGER PPPLV TO EACH ftAFFERILEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
THE FLOORS TO EACH OTHER W/THREADED ROD_ ALL OPENINGS RF30R NT] TYODWNANCHOR APPI TED EACHLRIPPLC-STUD � 9 BLOCKING 924.00
WALL 5l UD—
/\ THROGGH-J2OOFEXHAU51
VENTS SELECTEDAND
LOCATED BY CONTRACTOR
METAL STRAP CIYICKET AT TOP-SIDE OF VENTILATION
CHIMNEY
SILL PLATE(5) _ -- "�/
OF
RIM BOARD FJ ,WALL SHEn FHINU RAFTER TF RAFTERS MAINTAIN
' Al / BIOEWALL FLASHING j WOOD JOIST
BLOCKING
FOUNDATON — TQ - / TOP PEALEDJ \ \� 2x4 LEDGER BLOCKING
FINISHWALLAND MOIST URE �h
' RARNIGR TO LAP FLASI IDG 1�\ / 2z45OFFIT JOIST 4�
PLANNING NDALL WBEATTACKED OPENING
JACK SEi1DS AT IT-MAIMAIN SAP \�/ ATTIC MUMNSHALL BREEPROVIDED WITH A —FASCIP \� \ \
AND ALL WINDOWIWpOR OPENING JACK STUDS \,/_ {, MINIMUM NET FREE VENTILATING AREA -,
. {
SO
TNEEN WALL FINISH AND GLITTER \ YI
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION D / WALL SND NOTLESS THAN 11150 OF THE AREA OF WOOD GIRDER I`ryN
_ _ _ ,' y� ROOFING TO AVOID SOAKING THE SPACE VENTILATED ALLOPENINGS
INBTALL/b"OC / / OMIN SCREENED VENT
SHALL BE COVERED WITH CORROSION-
A"-6" LSTAER 1-116x24"269a STRAP AND JACKS RUNS ! RESISTANT METAL MESH WITH MESH GO
SOFFIT IFXT PLYWDOD
ON ALL OPENINGS \ \�\ / PNOVIDE HEMMED EDGE AT
OPENINGS OF'/.INCH IN DIMENSION
INSTALLALLOPENING / , FLASI II NG TO FORM CHANNE LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE
8"-IA" LSTA]B 1114"x311'18 a-STRAP ANGLKSTUDS /\ ANP SO ASTO VENT MAINTAINAIR
5 f' � \ 6M TO PREVENT h"- CONNECTIO
ON ALL OPENINGS 6"I:AFRFR RTIe ILL3/4"z1B�la TYDOWN ANLINOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISFS FHATARE SPICED AND
-- AL UON _ _ _ _ .---
INSTALL 4'E'OC CONNECT
TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS
,�� / B"-12'RAFTER RT>II 21-118'x2p a TYDOWPI ANCHOR CO
14. IF, LSTA36 1-n4^x3fi•iB9a STRAP ArvBJACK sruos �� T" \ B EACHRAFTER 50FF TED EAVE DETAIL
SHORT OPENINGS KEEP ROMPING NwLS OUT -_-
-_— \^ R OF FLASHING '-
2ND.FLOOR WALL '
\ \/ GOOFINGLAPS BASE
FLASHING
RAFTER O cZc [ �-.��• Qa`:; RIDGE OF v A ��/�BASE FLASHING WRAPS CORNER$ MATERIAL SROOFI
EXFENMSONDER6HINGLS AT �._ '!'
MATERIAL AS ROOFING \
NAILED To
SHEATHING
/ A
BUNGLER AT BASE
LAPS A
2SIDES � THROUGH VENT
\ \ 6111NGLE5 AI BASt MINAINCHE6
wooW.IDIST
SIDE ALL FLASHING TORPLATE IS / / j' GIRDEWHEAGA
, l'YWI,/ l
LST FLOORWML STMPINGICBEATTACHEOTOWALLSTUDS�N46"OC 11 @ WOOD JOIST ���tltltl wv�IMJ
AND ALL WINDOW/DOOR OPENING JACKETUDS METAL FLASHING AT ALL EAVES,SIDEWALL6, WAIL STUD
FLOOR JOIST DEPT I USP NUMBER DESCRIPTION ALM ICATION AIJp R?KB --PROVIpE NETII-Icp EpaEs So RAFTERS
INSTALL A'0"O C AB TO FORM DRAINAGE CHANNEL`+AND
PREVENT CAPILLARY ACTION LOCATION USP NUMB[-R DESCRIPTION MPLICATI ON
LSTA36 -114"x36"18ga STRAP ANDJACI(STUOS PREMANUFACTUREDKEEP SItEAFHING MIN -I/2" pILJO15rs CONNECTED TOAFW511 FEPDERTOBESVPPORTED WITH
ON ALL OPENING6 CONNECT EACH RIDGE VENT FOLDS FROM PEAI(TO ALLOW PREF_ THF.PROPER STEEL CONNECTOR_
_ _ RAFTERIPI ATE RTIC LED ANCHUR gµFRERTO PLATE OVER RIIIGE TO AIR PASSAGE
INSTALL4'8"OC _ __ __ _ _ IF ABLE,SET RIR JOISTS APROX.112"HIGHER THAN LVL HEADERS
CpIJ F-ORM TO SLOPE
9"-16" MSTAM1B 1-0IM1•x46'15, STRAP AND JACK STUDS L'ONNECTOVER TO ALI OW FOR SHRINKAGE E REDUCE BUMP OU ITS
ON PLL OPENINGS PL0.REIWALL SPTIIA STUOPL0.IE ANC410H PIT TO EACH STUD OFRODF
DBL RILLPLARE //"'.✓
TERM I RE SHIELD L OR
SE I.GASKET
WOOD
WOOD Jolsis
[DNC SLABGASKETNFEVA 1215 OENJ WOO
TVP LOSS FOUNDATION A _ ` BOLTED TO 6TE_L SEAM IFTHLATE
OAMPPROOF EXTERIOR �( EMIL POLY Imo/ " c
EMIL POLY ON EXTERIOR GRANOI AS FILL / � _ IR" DIA. BOLTE m 48" a STAG,
STEEL COLUMN /OJ
RDOFJACK \ /\YTESL SCAM
W CONG MUST
e COMPACT FII L / ° ��� 1, 1 / TOP AND BOTTOM PLATE
- ROOFING LAPS ,111 1 WITH IC" r 6" ANCHOR DOLT
FLASHING AT
V.EYWAY FOOTING o ° (. p ,. B [1 CDNO FTGANCHOR BOLT CONNECTION USE WITH 2xA SQUARE WASHERS SIDES AND TOP �,"\ I/9" GROUT
JUMP LE)PEWOR SPAR) _
REINFDRCING BAR FOUNDATION 518'TWA.ANCHOR BOLT 3" STEEL CCWHN
U ANCHOR BOLT CONNECTION \ L IC KIP, )
DRAINTILE p � J SUPPORTING MAIXIMUM SPACING FLASHING LAPS - \ -- � i
ROOFING AT BOTTOM \
sn 1.rl ATE TO FOUNDATION IsraRv Tz^Mc TYPICAL BEAM DETAIL
crnwL SPACE OR FOHNDnnpN7_
TYPICAL GONG FOUNDATION APPLY PILASTERS SILL PLA RE TO FOUNDATION 2STORIES S610C STEEL / BOTTOM B RING
WHERE NEEDED FOR STRUCTUIRAL BRACING MIN 3"STEEL COLUMN ANCHORED 24'9211 X1 LUNG FIG (CL BOTTO PLATE To FOUNDAT
wpu DOITDAW.N .AFouIUDAnDN 12 STORIED 57 ROOF JACKS 4 VENTS DETAIL
sLATSON-GTUDE _
LAT NDOORFR
61015AME
60 WWM / / �OORGE—� ( :• 1'"� ISTiF.�,lyi ;�y\..
COMPACT FILL FORNX6 j// AAVAAVAA
FOR BLOCKOHIT ST CL BCA4
4" 51W5
PT PLATE �/� ?� I W/ 6XAE WMFI x = 44DRIVEIOAT--� NOTCH JOIST AND ADJUST IIEIGIT
112 AIRSPACE j /2'1 WITH A NAILING PLATE'IF COME
r'
/ %i/" i� pT END AND -c STEEL
LSPATO BE RTO LLOWFIE SHRINK
/ / S]DESSFWOOD •P L ' STEELBGPM TO ALLOW FOR SHRINKA J
GRAGC ' e v '- SCAMS MITI o` PROVIDE STRAPPING 0 KEEP JOISTS AL IG
° ° C EXB W
NDTLH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM �( ° - v (-I --------------
SN •�
�•/d a o v REINFORCING BPR " ` NORCIIEOUAL51I4 DEPTH O4 BEAM
\ I ,��REINFDacING
DRAIN TILE �� SHEET METAL/]Oa FELT UNDER BEAM AT POINT
IT OF CONTACT WITH CONCRETE SIR CMN[ BLOC �m�TI�tL�HOTL--'_ IT! STEP.flEBLOCK
PLATE(DOLL )TOBEAMI
TYPICAL LONG MONOLITHIC FOUNDATION.REINFORCE WITH(2)ll4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COL USING SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH 12)14 REINFORCING BARS J^MINIMUM BEARING SURFACE DOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET "
ADDITION
GRAND AVE., MATTITUCK, NY
Pc- OF October 24, 2004 scaLF 11411 ISO° JD/MH
GENERAL NOTENAILING SCHEDULE
WIND FRTESAMING NOPLAN GONTENTS:
1) RIDGE-TO-RAFTER ASSEMBLY. ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL _
When x 20 gauge strap shall ll fa eliedridge to each pan of rafters in aComm n nail table 34 ,IOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
e e When acDllurtie is used mleu ofa ntlgeslmp,the number of l0d common nails required QTY. SPACING --.
CONSTRUCTION NOTES: in each end of the collar tie need notexceed thetabulated numberof Bd cousin lhesimp RAFTER TO e'WALL 38d COMMON EACH BUILDING HEIGHT 14'-6"
TOP PLATE IY WALL 4ad COMMON RAFTER TOE-NAIL TOTAL 50. FT. OF CONSTRUCTION 235 5.F
1) The information within this set ofconducdondocuments is related to basicdesign 2) RAFTER-TD-WALL ASSEMBLY — _
intent and framing details They are intended as a construction aid,not a substllule Fe l framing and shear wall connections for rafter,coiling or Loss to to Tale shall be in CEILING JOIST W WALL:guild COMMON EACH
for generally accepted good building Pv TO TOP PLATE 10'WALL 4-Btl COMMON JOIST TOE-NAIL DESIGN CRITERIA PRE5C5SC LI H PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
p g gpradlce and for providing
New York accordance be 33Wad 1.the .If or denote in topplhsludsbelobe lrafters 19355BC HIGH WIND EDITION WOOD FRAME CONST LOTION MANUAL
Snstructate itiongcodes The General Contractorenrea PLASedsibleforprevitlmgstandard ortmothe tes all stud withU. hddlyco connections
Roofs verha wall[the rale shall of
chedm PARACEILINLLEL
RAFIST TER
A6 FCMER SB 3] EACH FACE FRAMING- ELEMENT5 AS PER FLOOR PLANS CROSS SECTION AND GENERA( NOTES
construction detadsanmul'radarled product Shot
professionally Mashed,sWdura ly SfetDeconnected with uplift connections Roofs overhangingtherake side of lhebuiding PARALLEL RAFTER WFCM-SBC LAP _ NAIL
sound and a weathemmof completed product shall be connected with Uplift connections In accordance with fable 3 3r. CEILING JOIST LAPS AS PER TABLE 17 EACH FACE EXT BALCONIES GO
Z.The General Conitactons responsible for ensunng that all work and donstrucYon 3) WALL-TO-WALL ASSEMBLY OVER PARTITION WFCM-SBC LAP NAIL DECK5 40
meets current federal,state,county and tocol codes,oNlnances Dori rogulotmns,etc Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3 4 EACH FACE ATTICS O/o STORAGE Ip
These codes are to be considered aS part of the spetllicalmes for[his building and accordance with table 33h When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS er/ STORAGE 20
DESIGN LOAD CALCULATIONS
should be adhered to even if in variance with the plan studs shall be attached m a common member in the Floor assembly with uplift connectors in BLOCKING 2-gd COMMON EACH TOE (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45
accordance wild table 3 3 TO RAFTER END NAIL
3) Dimensions shall take ent over scaled drawings -- ROOMS (SWEEPING)
THAN 5LEEPINGJ 40
(DO NOT SCALE DRAWINGS) 4).WALL ASSEMBLY TO FOUNDATIONtothe TO BOARDRAFTER 2-16d COMMON EACH ENO ROOMS (5LEEPING)
TO RAFTER END NAIL 30
First wait
tions, Steel St be lardishall iftudhave
to minimum
ini undationommelate, 7 inches In atecon with uplllt WALL
STAIRS qp
4) Th.designer
codr.hot
uction eminutigwith seseplans,st noritmn and assumes no formation andsllbrap-Undle haveam[nim asonrydmblood, it offrom itions, concrete WALL FRAMING: GAURDRAILS (AN1' DIRECTIONJ 200
responsibility for construction comminuting with sequences,
or p ocedures,or for ar the plate and nailed
accordance
inches m masonry her aluoundaaons or lapped
under
comWions means,mathods,onnection wsequences,mere creno or for safety theplateand nailed inaccordance still be used
Whensleet strapsare nappedunder the JOINT DESCRIPTION MAIL NAIL SPACING NOTES EXPOSURE GATAGORY _ C
precautions andPrograms
or inconnectionin the ith the
k.plans
There arenDwan'anlies fora bottom pstob inchsquaread washers e.midusedwdhlhe anchor boltsAnchord epitboll - LOAD PATHF - FOUDA SEE CONSTRUCTION ANDWIND PATH CONNECTION
specific use expressed onmplied in the nee of(hese plans spacing[s to be spared and sized eaccordance es table he
In of.dil ti spadng, TOP PLATE TO PER FACE NNL
2-16id COMMON (ROOF - FOUNDATION) DETAIL PAGE 4 G- NERAL NOTE PAGE
anchor bolls are m be spaced between 6-i2lnches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE 1
5).Referto the Window and Door schedule for exterior operants comers NTERSECTION JOINTS FACE _- NAILING SCHEDULE _-------------SEEGENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON EA SIDE NAIL EG E55 SEE FLOOR PLANS AND WINDOW SCHEDULE
fir-Thetis manfabownqual ctorlsladefloo that masonry erodes, adedfireplaces meets 5) TYPE
eelsear SHEARWALL CONNECTIONS STUD TO 24" FACE Sym.:
or exceeds m�nu�achee's specifications and applicable codes. Type I With
Bid co monwallwith a minimumat the ass ad.od odd 12 d , in th n o d.and tar 2-16�tl COMMON FIRE PROTECTION SEE FLOOR PLANS
attached gyps Bid common nails at 6'o c al Ica panel edges and 12"o.c [n the at p and STUD 00 NAIL _ (SMOKE 4 CO2 DEtECTORSJ
such a General Contractor to consult with the owaetc, all builbin items 1/2 edge.end 10"re wallboard ed he l be in
with 5d cooler nails at]"o.c at panel II HEADER
16G ED FACE
such as bookcases,shelving,pantry,diesels,trims,etc. edges end 10"o c in the field shall be in accordance With the length requirements specified HEADER 76d COMMON ALONG EDGES NAIL [RUBS DESIGN - N/A - STANDARD STICK FRAME CONSTRUCTION
intable3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS _ RESCHEOK 3.S RELEASE I _
e).Wind load requirements shall be taken into account during cdnsVuclion. PLATE TO STUD 3-16rd COMMON PER 2.6 STUD NAIL
0 6) e11 ext Eor shea RBHEARWALLCONNECmentsTIONS BOTTOM PLATE TO
FOUNDATION NOTED. Type 11 adjustment
farwalls shall tbs 3T the requirements of fable 3.15a-b times the appropriate PER FACE NAIL
length atllus[ment factors in fable 3.16 FLOOR JOIST,RANO JOIST, 2-t6rd COMMON FOOT SEE NOTE 1,2
1) The GeneralConlradarandMasontnreviewplans,elevations,tlelallsandnolesto ENDJOISTTORBLLOCCKIINnGr.�C CLIMATIC & GEOGRA_PHIC DESIGN CRITERIA
determine intended heights of finished Ooor(s)abvve typical grade. ]) INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: It SEISINICjflit :FROST WINTER ILESHIELD
Allowable sitlewall lengths provided in table 314 shall be permitted to be increased when FL000
2) All footings to rest on undisturbed(virgin)mal inlenor shearwalls are used SheathingNAIL NAIL pESIGN WEATHERINGE TERMRE DELAY DESIGN UNDERLAVMENT and connections shall be in accordance wlih JOINT DESCRIPTION NOTES CATEGORY TH TEMP. REgUIRED2AA2ad22.4 respectively. OTY SPACING HA2AR05
concrete or masonry walls occunng in exterior or unhealed Interior areas JOIST TO 4-Bit COMMON PER TOE (MODERATE SLIGHT TO8).CONNECTIONS AROUND FJ(TERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER JOIST NAIL B SEVERE T. 11
TO HEAW MODERATE
Header and/or girder connections shall be attached will uplm connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table G6 Window.,If plates shall be have steel cpnnedors in accoMance with table 2-Btl COMMON
be Installed with i!4 re-bar,18"long at 12"o c.Use approved epoxy for installation 35
TO JOIST END NAIL
BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
5).Unless otherwise noted,all slabs oll grade to w ma psi.Concrete to be 2-(Btl COMMON --- _
9).CATHEDRAL CEILING ASSEMBLY. TO JOIST ENO NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
poured an inch thick sand orgravel fill with 6xfi wire mesh reinforcing Interior slabs Where a ridge is to be usetl as a stmGmal beam,the rafters shall ether be notched and BLOCKING TO: EACH TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
to be minimum 3-1/2 Inch Ihmk. 3-116d COMMON
anchored on top of the beam or slope cannecmrs shall be atlached to each rafter-ID-ridge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE ed COMMON @ 6"O C 8d COMMON @ 6"O C SEE NOTES 1,3
6) Crawl spaces to he provided with a mlmmum 18"x24"access opemng_Instalf one along the open ceiling part of the building.Connections to the ridge and well shall be be LEDGER STRIP EACH FACE
8x16 cast iron fodnd n....vent forevery 150 sq G of area attached with the above requirements TO BEAM 3-,6d COMMON JOIST NAIL INTERIORZONE Bid COMMON @ 6"O C ed COMMON @ 12"O C SEE NOTES 1 (BOTH FIELDS)
NOTE'2 FOR PANEL FIELD
DECK AND COVERED PORCH NOTES: DIST ON LEDGER 3-ed COMMON PER OE GABLE ENDWALL RA KE ANO RAKE TRUSS Bd COMMON@4"OC Bd COMMON@4"O.0 BEE NOTES.1,3
]).Uartippmof exterior of foundation with bituminous coating as per section R406 of _ _ TO BEAM JOIST NAIL
NYS Residential Construction Code A6-mll polyethylene flim shall be applied over 1).Unless otherwise noted,all framing material to he 91 ACO pressuretrealed lumber. BAND,NIST PER END NOTES
the below grade portion of used or wal is prior to bad<011ing All fasteners,hangers and anchors to be galvinized or stainless steel. ANDJOITO T 3-1i6d COMMON JOIST NAIL
6) Drainage as persectf.,R405 of N V 5 Residential Construction Code. 2).Girders for deck joists to be bolted to each past wi tri washers and nuts. BAND JOIST TO, PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
2-heal COMMON
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE _ FOOT SEE NOTE1 1 .For roof sheathingwithin 4 feet of the perimeter edge Wthe roof,indudlit 4 fast on each side of the roof eek,
FRAMING NOTES 'atoeonerstawith ammmuml/2-Wex/"long anchor boll with Washers andnalt ROOF SHEATHING: the4footperimeterdgeaoneattechmentsregmredshallbeused g p
I All framing techniques and mefhods as prescriptive design of 1995 SBC High Wind 3) Posts deepening enders shall be anchored to a l2"x12"x12"Nick concrete footing JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing CDnsburfien Manual Use a minimum 112"did x]"long anchor boll with washers and nuts Footings Shall be 31L QTY, SPACING 2).Tabulated 12 ,,an o e net spacing assumes sheathing attached to rage,/truss framing members With DID 49
Far framing members with<0 42<G<0 49,the nod spacing shall be reduced to pushed a c
2) Unless otherwise noted,all framing and structural wood material to be 42+BTR.
below grade Porches With covered mots shall have l2"die.concrete piers forlhe9irtlers. STRUCTURAL PANEL 8d AS PER TABLE 38
Douglas Fir
WFCM-SBC 3) Tabulated 4 mco h c ..If equaling assumes sheathing to rafter l hues framing members with G>O 49 For
4) peck Joists to have blocking at 8'0 oic. mbers with 042<GN 49,the nail spacing shall be educed to 3 nches me
ri
3) Heors,walls,geilmgtantlmDersi betpacetlat,6m heaD.D.amewntetl CEILING SHEATHING: framing me
.[he... 51 A minimum of 1D inch Gashing shall be installed between the budding and ledger. NAIL NAIL
Ledger to be fastened to building with 112"d[a bolls with washers and nuts JOINT DESCRIPTION QTY SPACING
Unless where needed WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Be ring wall
ficamee nolhave( beadng wall and
oto bngthe hS 2xd fln BTR Doug.Fir GYPSUM ]" O.0 EDGE
Bearing wall headers to have(2)jack studs and(2J full length surds on each side of all WALLBOARD Stl COOLERS 10"0 C FIELD NNL SPACING NAIL SPACING AT INTERMEDIATE
openings LVL headers to ham(3)jack studs and(2)full length studs an each side of 6) Concrete piers shall be a minimum 6"above grade SHEATHING LOCATION qT PANEL EDGES SUPPORTS IN TIIE ANEL FIELD NOTES
openings Reading wall window sills shall also have(2)Window sill plates for 2x4 wall ]).All joists to be supported with hangers and anchors Each Joist shall also he anchored WALL SHEATHING: 4'EDGE ZONE Bd COMMON fi 0 ed COMMON 12"OC SEE NOTES 1,3(BOTH FIELDS)
openings between 4'i and 6'0 and2x6 wall openings beN✓een 5'tl and 8'9 Provide fire to guref(s). JOINT DESCR IPNAIL NAIL @ eO NOTE'2 FOR PANEL FIELD
SIE-
..it blocking where applicable 011i SPACING_ INTERIOR ZONE ld COMMON @ 6"O.C. be COMMON @ 12"O C SEE NOTE 3
B) Covered Roofs shall be assembled and anchored the same manner as a I teal bulldm STRUCTURAAS PER TABLE 3.9 --
5) All noshbeamefiroderslobeinstalledwithheavydutygalvinizedhurtand yp g PANELSAd COMMON WFCM-SBC NOTES
anchors Where appilcable to all rumandfing joists- PLUMBING NOTES ]I[6"058 3-OC EDGE
6).Double u Floorjasls under walls that ton Parallel to the Wall and under bathtubs 1) All water supply,drainage and venting to be installed as PLYWOODfid COMMON 6"0 C.FIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
P p ppyg per Residential
Floers to have ceramic rile installed shall he vented for proper load capacity unless noted Construct Code. GYPSUM ]" O C.EDGE
an plans WALLBOARD]Sd COOLERS 10.00 FIELD [) For..It sheathing within4 feel of the corners,the 4roof edge zone attachment requirements shall
2 Venf septic stem with the Engineer for Suffolk Count Health Department be used
Y P Y 9 y pa pproval.
]) Provide blockinglbndgfng in ODorfoists at 8'D me Use solid blocking in OoorJoisls FLOOR SHEATHINIG: 2),Tabulated 12 inch o c.nail spacing assumes sheathing attached to stud framing embers with
underell beanng walls 3) If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL G-D49 For framing members wfth 0.42<Gq the nail spacings Shall be reduced t.
Provide adequate bracing and plates to protect and secure the structure.Verily with the QTY SPACING core
e) Provide insulation baffles at save vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted STRUCTURAL PANELS 6"O.0 EDGE 3) For exterior panel siding,galvinized bon nails shall be permitted to be substituted r cemmon nails
needed HVAC SYSTEM NOTES POR LESS Bd COMMOXJ 12"OC FIELD WALL
II /■�
COX exterior
otherwise noted,grade) .do add plywood Plywood
m a cover
mes anhick, ders Fir 1) Mechanical subcontmdons responsbletoradhaanog to all apfilmobla codes and safely NOTES: W LL LEC ENI . ,
COX exterior sheathing grade plywood Plywood to cover over plates and headers \
requirements THESE
RE ONLY
10) Unless redwito PIU413 auldesduae 314"ndScthick TBG PTSists Aished aorto ood be installed
MENTIONED
ACHEDUL NOTES ONLY
TO IF
adhered with PL400 adhesive and Screwed to floor joists Finished floor to beinslalled 2) HVAC subconVadorlsto fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES iONLV NEW WALLS L�
s
ment uip
over subFloor as Per manufacture's insW nitons equpplier r
1) Nailing m,aftrequirementharebasedon 11f sheathing EXISTING WALLS
11)rating bathroom walls flumagoo haePWthkmofpe xshofstack All other parts
ofwallsand Centra andOner for
onaldow final ndaprlayout drawing and submit it to the General nailed ad 3"cenortur aif,.pa .[ad lS 1. brain
Cnnlraclor and owner for lural review and approval shear caudon-DeMaingibapanm nts for terser higher \ y
ceilings and overfumace to have 5/e"Thick type-x sheelrock All olherparts olhuilding ! l shear capac0ies,nailing requirements forsWctuml WALLS TO BE REMOVED C
to have regular fl2"sheelrock.All walls to be taped and finished ELECTRICAL NOTES: members shall bedoudled,or.1tornatecondactors, `
12) All roof with a pitch less than 4:12 shall be installed wild an Ice&Wo '
border or 1) All electrical to be Installed as per N V S Residedi Construction Code such as shear plates,shall be used to nnaintain load path 11
approved equal-Flat We shall be appbad.[In a Fiberglas base sheet with an EPDM 2) When wall shealhf re ts continuous raver condmmd I d
torch down type material over 2).All electrical work shall be approved by a qualified Underwriter member ,the tabulated number of nails shall be per n[ted
p
13) All all plates and Wood i coolant withconcrete pressure Indeed.Sill plates l0 3) Install Smokedelecmrs and Carbon Monoxide detectors[hma9hout as per section R317 to be reduced tot-,6d nod er foot
be installed with a twin sill gasket and cop-r-fex termitee sshield or approved equal of N V.S.Resitleniial Construction Code
ADDITION
GRAND AVE., MATTITUCK, NY
PG.
(p DP toSCALE October 24, 2004 I/4ii , IrOn JD/MH
I