HomeMy WebLinkAbout36473-Z %0FOLIr Town of Southold Annex 6/20/2012
y� P.O.Box 1179
y $ 54375 Main Road
o ;4 Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35753 Date: 6/20/2012
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 1945 E Gillette Drive, East Marion,
SCTM#: 473889 Sec/Block/Lot: 38.4-27
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
3/24/2011 pursuant to which Building Permit No. 36473 dated 6/13/2011
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&Alterations to a Single Family Dwelling:
Bedrooms, Sunroom,Bathrooms, Roof Rafters,
Cellar Entrance, (Stairs, Bilco Door), as applied for.
The certificate is issued to Yarosh,Fred&Furlong, Sheila
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 36473 6/6/12
PLUMBERS CERTIFICATION DATED 5/18/12 ttituck Plumbing
Aut ed S' ature
L TOWN OF SOUTHOLD
O�g�FfO(,�coG BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o� o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 36473 Date: 6/13/2011
Permission is hereby granted to:
Yarosh, Fred & Furlong, Sheila
35 Salem Rdg
Huntington, NY 11743
To: Addition &Alterations to a Single Family Dwelling;
Bedrooms, Sunroom, Bathrooms, Roof Rafters,
Cellar Entrance, (Stairs, Bilco Door), as applied for.
At premises located at: E a,,O* C= (I ck+� YJ a-
1945 Gillette Drive, East Marion
SCTM # 473889
Sec/Block/Lot# 38.4-27
Pursuant to application dated 3/24/2011 and approved by the Building Inspector.
To expire on 12112/2012.
Fees:
CO -ADDITION TO DWELLING $50.00
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $801.60
Total: $851.60
Building Inspector
Form No.6
TOWN OF SOUTHOLD.
BUILDING DEPARTMENT
TOWN HALL
765-1802.
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building.and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00, Accessory building $50.00, Additions.to accessory building$50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-.existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00
/ Date.
New Construction: ✓ Odor Pre-existing Building: (check one)
Location of Property:
House No. Street Hamlet
Owner or Owners of Property: E AX.4L CLA 6<—h
Suffolk County Tax Map No 1000, Section 3 Block Lot a
Subdivision 2 Filed Map. Lot:
Permit No. J �3 Date of Permit. ' 13 1( Applicant: AC- G!
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ `S 0 c
Applicant Sign tune
pF SO�jyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Q roger.riche rt(D-town.southold.ny.us
Southold,NY 11971-0959
OOUNT'1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Furlong
Address: 1945 Gillette Drive City: East Marion St: NY Zip: 11939
Building Permit#: 36473 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: M&B Electrical Contracting License No: 38879-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 16 Twist Lock Exit Fixtures TVSS
Other Equipment: 3 exhaust fans, 1 paddle fan
Notes:
Inspector Signature: Date: June 6 2012
81-Cert Electrical Compliance Form.xls
CD
T� .n Hall, 53095 Main Road y p
{,� � �'� Fax (631) 765 5;:
P O Box 1 179
� Telephone (631) 'c:
�:•'."::� New Yoik 11971•0959 �(
BUILDINTDEPARTMENT
TOWN OF SOUTHOLD
1 1 qYO s
CERTIFICATION
Date: $ i 2
Building Permit No.
0 ner: - 1 6
(Please, nnt)
Plumber: MATTITUCK PLUMBING
(PIe Vox 429
Mattituck, Ny 11952
631-298-8393/Fax: 631-298-1190'•
I certify that the solder used in the water supply system contains less than 2/10 of I %
lead.
174.ua LA)
(Plumbers lgnature)
Sworn to before me (his i
d.N; of 20 /-9-
DENISE KING
Notary Public, State of New York
Registration #01 K16041757
Qualified in Suffolk County
My commission Expires May 15, 2-
Notary Public; County
OF SOplyolo
o �o
cout I,�
TOWN OF SOUTHOLD BUILDING DEPT.-
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PL13G.
] F UNDAT D2ND [ ] INSULATION
RAMI G/STR [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: % S
c
DATE �" << INSPECTOR '`'`
OF SO�jyo
co ,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECPON
[ ] FOUNDATION 1ST [ ROUGH PL13G.
[ ] "ODATION 2ND [ ] INSULATION
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
OF SOcouffm
Ujyo�
• ��
� TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
v
E TI N 1 NSP C O �
[ ] FOUNDATION 1ST [ ] ROUGH PL13G. n�\
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR71
7 Of SOpT�olo
,3
��'YOOOIVi'1,��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FInc
SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: �s__j & �
c
DATE �® �`� �� INSPECTOR
� oF snulyo�
36�73
• ao
couHn,N�'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
7 OF SO(/T�O
H aC.
4tt'Y�OUNi'1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]ANS TION
[ ] FRAMING/STRAPPING [ INAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
C F i
t
0
DATE INSPECTOR
r
so
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION'2ND [ ] INS
[ ] FRAMING/STRAPPING [ F
[ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
r
DATE INSPECTOR '
�o�aoF souryOlo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) Qj ELECTRICAL (FINAL)
REMARKS:
DATE �4117,x INSPECTOR
1 I I 0 r l 1'
RUN
MAM• r u -- - - � - :jam ice.. -
STATE M�ERGYCO' 'DE' ' .
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• 11ITIONAL C r l l
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TOWN-40FSOUTHOLD BUILDING PERMIT.APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. b ( � Check
Septic Form
N.Y.&D.E.C.
Trustees
Flood Permit
Examined 120 I Storm-Water Assessment Form
Contact:
Approved ,20� Mail to:
l Phone:
Expiration an' A ,20 Tr
I� (ram f� 1111 2 Building Inspector
D l5 l� LS U L5
PPLICATION FOR BUILDING PERMIT
MAR 2 4 2011
Date , 20
Bloc.DEPT. INSTRCJCTIONS
TOWN OF SOUTHOLD
a. This ica ion M U S I 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.
£.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 pen-nit for an
addition six months.Thereafter, a new pen-nit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder.
Name of owner of premises Sl-,e\\o, Fuc1 bnc o�r�
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name:and;.titl'e'of.don)oiate officer)
Builders L'icense`No.."'7`- ,
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
)E as f`M ac o !21
House Number Street Hamlet
County Tax Map No. 1000 Section Block Lot -
Subdivision Filed Map No. Lot
2., State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy VoUSe- A w�
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition `F: Alteration X
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost T, �pp ,n U o �- Fee
I (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 3-S -°-\ Rear Z - I t Depth
Height 1, Number of Stories 2
bee P .. . .' .. .. .......: ....... w,de ; � .. �„
Dimensions of same structure with alterations or additions: Front 33 -.g' Rear !AZ-� '
Depth Height Z�S` Number of.Stories 2—
8. Dimensions of entire new construction: Front Rear Depth "
Height 2-� \ Number of Stories 2- _
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
1 i: Zone or use district in which premises are situated 7-gl-0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13:Will lot be re-graded? YES NO_ c7Will excess fill be removed from premises? YES NO
s\.e,\q F��lonS 35 Sa\eM1Z.�SeOc,
14. Names of Owner of premises Address \�,�� ,,;� y n-24s hone No. 631-6-73 - 07 z
Name of Architect A , kpsk+ Address y\oA,�,xrPhone No G z�r7�4 3s S
Name of Contractor oeS,cws— r..\ce� c\ Address Phone No. 631-20,9-z-zsc)
15 a. Is this property within 100 feet of a tidal wetland or a freshwater.wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named, CONNIE D.BUNCH
Notary Public,State of New York
(S)Hc is the No.OIBU6185050
(Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County
Commleolan Explree April 14,?0.1
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me th'
day of 20 1�
L
Notary Public . Signature of Applicant
dog Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
g
cl PROPERTY LOCATION: S.C.T.M.#:
THE FOLLOWING ACTIONS MAY REQUIRE THE-SUBMISSION OF A
3,S? � STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
----------------------------------------------------
Item Number: (NOTE: A Check Mark(4)for each Question Is Required for a Complete Application) Yes No
----------------------------------------------------
Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site?
(This item will Include all run-off created by site clearing and/or construction activities as well as all Site —
F]
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl —
$ Will this.Project Require any Land Filling,Grading or Excavation where there is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? —
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand(5,000)Square Feet of Ground Surface? —
cj Is there a Natural Water Course Running.through the Site? a
Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach?
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to
One Hundred(100')of Horizontal Distance? —
7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off
into and/or in the direction of a Town right-of-way? —
8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of
any Item Within the Town Right-of-Way or Road Shoulder Area? —
(This Item will NOT include the Installation of Driveway Aprons.)
9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? —
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water,Grading,
Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit!
----------------------------------------------------
EXEMPTION: Yes No
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! -
-———————————————————————————————————————————————————
STATE OF NEW YORK,C C
COUNTY OF ....
f .
o
That I.................................................................................being duly sworn,deposes and says that he/she is the applicant for Permit,
(Name of individual signing Document) CONNIE D. BUNCH
Notary Public,State of New York
And that he/she is the ............. No 01 B�tsl.$5U4..
.......... ..................
(Owner,Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk County
Commission Expires April 14,2 �--
Owner and/or representative of the Owner of Owner's,and is duly authorized to perform or have performed the said worF 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 herewith.
Sworn to before me this;
..............day of .................:G'..1.................,20..1!.)
Notary Public _ ► P................... ................. . ................ —...�F�e�of
................................
(Signplicant)
FORM - 06107
*0 SONZ11
Town Hall Annex Telephone(631)765-1802
54375 Main Road N (631)765 5Q2,
P.O..Box 1179 G Q roger.richertCd own.sOUtf9011aa.nv.us
Southold,NY 11971-0959Q`�
UIVT'h
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: 11 34
Company Name: f,. c,/Z/cam
Name: , Z5 r
License. No.:
Address: Q
7S.
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address: lqqr ��,t��� ?e_1 Vk— .�tc,4
*Cross Street:
*Phone No.:
Permit No.: �(o'q 73
Tax Map District: 1000 Section: _ Block: Lot: _
*BRIEF DESCRIPTION OF WO K(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: NO Rough I Final
*Do you need a Temp Certificate: YES
Temp Information (If needed}
*Service Size: 1 Phase 3Phase 100 150 20 300. 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
141WAJq4C- Yoe)
s ;!
82-Bequest for Inspection Form
SO(/j�,olo
Town Hall Annex Telephone(631)765-1802
54375 Main Road 4 Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 Ol
ye4UNT`1,�1c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 15, 2012
Fred Yarosh & Sheila Furlong
35 Salem Rdg
Huntington, NY 11743
Re: 1945 East Gillette Dr., East Marion
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Fina Health Department Approval.
0-'P-'!
umbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT : 36473 —Addtion/Alterations
i BUILDING PERMIT EXAMINER CHECKLIST *Date ubmitted: Date Reviewed: S �I
Applicant: �`�`� Owner:
Pp �
g
ineer• Estimated Cost:/ 0 0
JILT,
SCTM# 1000— 3 -- -- a` / Subdivision: �~ Zone: °A Conforming?
! 9 -� ��- r ?
Property Address: City:
y� Pre COs.
Building Permits (Open/Expired): BP 0 '`` -Z/Cro Z- ,Info: BP -Z/C/O Z- ,Info:
BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info:
Single& Separate Search Required. Y oar N Determination:
REQ. Lot Size: 0 ACT. Lot Size: REQ. Lot Cov. Ack: Lot Cov.
REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear
REQ. Heilght. ACT. Height R F_6Z. BA- SI DES A c T
Project D scription� �/,J(\ vV�`
V
Waterfront? Y or N9 Al
If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED
I Suffolk County Health: Y oro- If yes, *Bed#: _*Date: _/_/_*Permitth Town Septic: Y 01
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: PRE-DEC 9/1/75 Y 00 Date: / /_ Permit#: or NJ Letter—Notes:
Southold Trustees: Y AN - Date: / /_ Permit#: or NJ Letter—Notes:
Southold ZBA: Y o6- Date: / /_ Permit#: —Notes:
I
f Southold Planning: Y o& Date: '/ / Permit #: —Notes:
Town Landmark C of A: Y o19 DTE: / /_ *NYS CODE Compliance(page 2) Y¢r N
Notes: N- o���-
� .
42
t
Fee Structure: Calculation:
Foundation:
First Floor: 3 F + Initial Fee. $ a-00 , O 0
Second Floor: I 0 Z:O F 1�,���oL p f C +Additional Fee ��): $
Other: S SF X $ =$
Total: D SF +Initial Fee: $
C 0 ,00 + Additional Fee ( ): $
TOTAL: $- � 0 1 , ! 0
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPH DESIGN CRITERIA:
Ground Snow Load:20 Wind Speed: 120MP Seismic Design Category:B
Weathering: Severe Frost Depth: 36" Termite: M--H'
Desi T : 11 Ice Shield Underlay: Flood Hazards:
USE/OCCUPANCY CLASSIFICATION: Ad- �
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION: VQ°4n-
DESIGN CRITERIA: E RESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS:�/N ` t\
HEADERS: Y/N WALL STUDS:Y/N / GIRDERS: YIN C
CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: YIN
LUMBER SPECIES AND GRADE: YIN
WIl�DOW AND DOOR SCHEDULE:
-MISSLE TEST RE UIREIIIENTS:9N
EGRESS 5.7 S.F.:YN A
LIGHT 8%: /N
�r NT 4% /N
NAILING/CONSTRUCTION SCHEDULE: YIN b
MEANS OF EGRESS: YIN 0
PLUMBING RISER DIAGRAM:ON
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N Dt
CERTIFICATION: Y/N � (
ENERGY CALCS:(gN
TOTAL COMPUENCE /N (RETURN TO PAGE ONE)
I
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•This survey was prepared in accordance,,with the existing Code of Practice for Land Surveys adopted by the New York State Association of Professional
Land Surveyors. (� Ij
I I ,
*Unauthorized alteration or addition to this survey is a violation of Section 7209 of the New York State Education Low. Copies of this survey map not bearing the Q Zt '
Land Surveyor's Inked or embossed seal shall not be considered to be o valid true copy. Certifications indicated hereon shall run only to the person for whom
L
the survey is prepared an on their behalf to the Title Company, Governmental agency and Lending Institution listed hereon, and to the assignees of the Lending (n
J Institutions. Certifications ore not transferable to additional institutions and/or subsequent owners.
Z 'The offsets or dimensions shown from the structures to the property lines are for a specific purpose and use and therefore ore not intended to guide the
0 erection of fences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction.
•The existence of rights of way and of easements of record, if any, not shown are not guaranteed.
LL 'Septic Tank, Cesspool and Water Service locations by others. -Q)
DATUM ; ASSUMED p
26'-51h"
6'-73/4" 7'-41/4" 8'-0" 4'-51h"
6'-411 01
2446-2 2446 2446 O ---------------------------------------i \ .. �
1
- v• v e • p e • , I I
NEW BILCO C-DOOR REQUIRED EGRESS WINDOW PER CODE. 5'-63/$" c I 1
VERIFY w/OWNER ADDITIONAL WINDOW
OPTION:DBL HUNG TO BE SIMULATED
1
FROM CASEMENT WINDOW
I
in n 1 Design Services
3 '
goCq
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B
EXISTING BEDROOM No. 1 LIVING ROOM - _ #4 R
8" BAR @ 12"OC X '
1
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EXISTING GARAGE EXIS ING KITCHEN I I vj (�
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2446.2 2406 2496
a -------- -------------------------•RETAINING WALL
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INTIRE LENGTH OF WALL(TO REVIEL'l - Up
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1 I GARAGE QI
February 08, 2012
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Design Services
1` ELECTRICAL
- WPECTION REQUIRE®
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PLUMBING,
-1 ■ �-� --1; - ��I ALL PLUMBING WASTE
- IJ +S WATER LINES NEED
TESTING BEFORE COVERING
1 T T 1 - ATION
PLUMBER CERTIEIC
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_T _ CERTIFICATE OF OCCUPANCY V>
L. Ili- SOLDER USED
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APPROVED S NOTED
.�-13-I� 3 � �'j
FEE.___13
NOTIFY BUILDING I EPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPEC IONS:
1. FOUNDATION-T 0 REQUIRED
l 1 1 1 FOR POURED COI ICRETE
2 ROUGH-FRAMING,P UMBING,
-I i 1 STRAPPING. ELECTRICAL�CAULKING
3 INSULATION
4. FINAL-CONSTRUCT ON&ELECTRICAL
00 ALL CONSTRUCTION
BE COMPLETE OR C.O.
00,
CONSTRUCTION SHILL MEET THE
REQUIREMENTS OF TH CODES OF NEW
V —� YORK STATE. NOT RES ONSIBLE FOR
—- -— 1TL 1_�1 DESIGN OR CONSTRUC ON ERRORS.
0
- I- T_l i -
EXISTING COMPLY WITH ALL CODES OF March 19, 2011
SOUTH ELEVATION OCCUPANCY OR NEW YORK STATE & TOWN CODES SCALE: 4" = 1'-0
1 "
USE IS UNLAWFUL /
AS REQUIRED �A�ID-60AI�TtflNS-fl�=�
SCALE: 1/4" = 1'-0"
WITHOUT CERTIFICATE ` S OLD TOWN,CB�
SOUTHO 0 '�"PLA.N'JING BOARD
OF OCCUPANCY SHEET NO:
SOLITHO ON STEES
_.._._ _.._._ N. .DEC
GENERAL CONTRACTOR TO COORDINATE MEETING WITH
OWNERS FOR APPROVAL OF ALL ROUGHI ELECTRIC,PLUMBING,
AND HVAC PRIOR TO INSULATING AND SHEETROCKING
PAINTER TO PRIME AND PAINT ALL DOOM EDGES TO MAINTAIN
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO
VERIFY ALL WORK.
M C H-
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NORTH ELEVATION
SCALE: 1/4" = V-011 SHEET N O:
GENERAL CONTRACTOR TO COORDINATE MEETING WITH
OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING,
AND HVAC PRIOR TO INSULATING AND SHEETROCKING
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO
VERIFY ALL WORK.
26'-51/2"
6'-73/411 7'-41/4" 8'-0" le 4'-51/2"
6'-4"
2446-2 2446 2446 C:) I ;;
NOTE:
,NEW BILCO C-DOOR REQUIRED EGRESS WINDOW PER CODE.
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OPTION:DBL HUNG TO BE SIMULATED
FROM CASEMENT WINDOW �j 1 'W I
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GC TO VERIFY FLOOR FRAMING 16"X8"FTG.
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10'-0" 2432-2
'-011 6'-01/211 4'-6"
.ter
12'-61h" WALL LEGEND E
:___________- WALLTOBEREMOVED S PROJECT NORTH EXISTING FOUNDATION PLAN p
EXISTING WALL W SCALE: 1/4'__.-=.1--0l---�
NEW WALL
7 1
EXISTING STEPS NOTE: 2446-2 24. 24
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL
[INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] O
DIMENSIONS OF NEW WALLS ARE FROM STUDS �o
[EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"]
EXISTING CONDITIONS!
1).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. U.8"PO FOUNDATION IP
at wall NEIGNT '
2).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 3).T'P�4'CONC.BLAB -
ry 4).2X6 BILL PLATE(FJJ
REPLACE INTERIOR DOORS AS INDICATED ON PLANS.ALL DOORS '
To BID AS SOLID CORE MASONITE.DOORS WITH SCHLAGE F-SERIES. 3).G.C.TO VERIFY EXISTING WINDOW OPENINGS FOR HEADERS.NEW
VERIFY WITH OWNERS BRAND,STYLE DOORS AND LOCKS PRIOR TO ORDERING. OPENINGS.TO HAVE 2-2XIO DF#2 HEADERS OVER ALL OPENINGS UNLESS
NEW WINDOWS TO BE N 400 SERIES HIGH-PERFORMANCE
AWNING AND TILT-WASH
WINDOWS,PREFINISHED INTERIOR OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS O .r
"
w/EXTENSION JAMBS AS REQUIRED.ALL WINDOWS TO BE BID WITH ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR ` "'" 'v �' ;---�-••;
STANDARD HARDWARE EXCEPT AT MASTHER BATH.AWNING WINDOW MICROLAM HEADERS.
OVER BATH TO BE STAINLESS STEEL HARDWARE(WITH TEMPERED GLASS). -I
DOORS TO DECK TO BE ANDERSEN 400 SERIES WITH STANDARD HARDWARE. ••
ALL DOORS AND WINDOWS TO BE PROVIDED WITH SCREENS, 4).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE •f _ o_.: o.. NEAVT GRAOK(I/p"•/-0,8TAfiGER 2"SPRPAD '
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ° " ENr1RELENGTHOFwA TOREVIETYf �.
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. D" —��...-
1ST. FLOOR PLAN I
CAB i
5).INSULATE ALL NEW EXTERIOR WITH R19. - I
( H
�� 6).ALL NEW AND ALTERED WALLS AND CEILINGS TO BE PROVIDED WITH --------------------I
`" o �,
SCALE: 1/4 = 1 -0 1/2"SHEET ROCK.BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK. Ou OPEN
• TO I 1
ABOVE. CV D(10 FL GIRDER OVER 2X4 PLATE
I 1 .��--L•w�a 1 J!!�!�.!-l.w�B,w.�■!w•lJ.41.JA.
4
E 7).INSTALL SMOKE AND Co DETECTORS PER CODE.DETECTORS TO HAVE
BATTERY BACK UP AND HARD-WIRED AS REQUIRED.
S PROJECT NORTH "N. ............................. ;
W - - .6' -
• •—" D EDBEAM.IT I/2W_ _
ROPPdx5- • • • I2)2%10 T•—
GARAGE "`•—•—•11
March 19, 2011
(v 2XIo
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g ' SCALE: 1/4" = V-0"
1 1 X.
6'-0"TOP OF BLAB
TO BOTTOM OF FJ
1 1
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Q -2
EXISTING
GENERAL CONTRACTOR TO COORDINATE MEETING WITH
OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING,
AND HVAC PRIOR TO INSULATING AND SHEETROCKING
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO
VERIFY ALL WORK.
----26'-5J/2-----,
I I I I
7'-101/4" 6'—;/11/2" ; ; 11 -113/4"
2446 o��2446-2
11 M C H
I ( )9-1/2MLHDR Design Services
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1
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' EXTEND ROOF LINE
2X6 RR@16"OC- - - -------- -- --- - - -- - --. - - I ----------------------------- 2�32_..------' 2032 Q
(MATCH EX.) PAST DOOR ----------------------------------------------
REPLACE INTERIOR DOORS AS INDICATED ON PLANS.ALL DOORS 10'—61/2" 5'—5" 10'—61/2"
01
1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. TO BID AS SOLID CORE MASONITE.DOORS WITH SCHLAGE F-SERIES.
VERIFY WITH OWNERS BRAND,STYLE DOORS AND LOCKS PRIOR TO ORDERING.
NEW WINDOWS TO BE ANDERSEN 400 SERIES HIGH-PERFORMANCE
2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND AWNING AND TILT-WASH WINDOWS,PREFINISHED INTERIOR , „
DIRECTLY TO THE DECK ALONG EAVES.CONTRACTOR TO VERIFY W/EXTENSION JAMBS AS REQUIRED.ALL WINDOWS TO BE BID WITH 2 6'-6
E EXISTING(REPLACE AS NECESSARY). STANDARD HARDWARE EXCEPT AT MASTHER BATH.AWNING WINDOW
IP ROJ E CT N 0 RT H ROOF PLAN OVER BATH AL W STAINLESS STEEL HARDWARE(WITH TEMPERED GLASS).
ALL WINDOWS TO BE PROVIDED WITH SCREENS,
S i 3).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 1).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C..
W SCALE: 1/411 = 1 _o� 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WALL LEGEND 2).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD.
WITH ROOF AND SIDE WALLS(TYPICAL). --- - --- 2ND. FLO0R PLAN1______________, WALL TO BE REMOVED 3).G.C.TO VERIFY EXISTING OPENINGS FOR HEADERS.NEW OPENINGS TO
5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHINGHAVE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. EXISTING WALL NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE
UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE SCALE: 1/4" = V-01 OF OPENING.
EXISTING DEMOLITION WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS
COMPLETE. NEW WALL 4).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. E HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.
USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT I -- NOTE: PROJECT NORTH LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL S 5).INSULATE ALL NEW EXTERIOR WITH R19.
USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6=6"]
6).INSULATE NEW AND ALTERED CEILINGS WITH R21 INSULATION.
CUTTING INTO SHINGLE SURFACE. DIMENSIONS OF NEW WALLS ARE FROM STUDS W VERIFY ALTERED ROOMS WITH CATHEDRAL SECTIONS FOR INSULATION.
[EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] PROVIDED V AIR SPACE BETWEEN ROOF SHEATHING AND INSULATION.
w �
j CATHEDRAL 7).ALL NEW AND ALTERED WALLS AND CEILINGS TO BE PROVIDED WITH
CEILING ,�"
1/2"SHEET ROCK.BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK.
5 U 8).INSTALL SMOKE AND Co DETECTORS PER CODE.DETECTORS TO HAVE
BATTERY BACK UP AND HARD-WIRED AS REQUIRED.
t
� I
OPEN
,
To.
3 HEIGHT
- ,ems March 19, 2011
5L0 ED g
CEILING d
.............................
- v I SCALE: 1/4" = V_011
•EXISTING CONDITIONS:
V.1X4 DCT.WALLS SHEET N O:
:2).1-5"RAT CEILING
•• -• -••• •---------------' �3).2X10 BOOR Jp15T$1
SLOPED SLOPED
• j
CEILING CEII,WG 4).2X6 ROOF RAFTER
fY` CV? • ,
.................. 5).1X5 CEILING J015T5:
3\10"PLATE WEIGHT �\ GENERAL CONTRACTOR TO COORDINATE MEETING WITH a
\ ' EXISTING OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING,
\ AND HVAC PRIOR TO INSULATING AND SHEETROCKING
---------------------------------------
----------------------------------------------------------------------------------------I PAINTER TO PRIME AND PAINT ALL DOOR'.EDGES TO MAINTAIN
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO
VERIFY ALL WORK.
4"
I
�4)1/ 1* 4" ,� / ,• / 4" is
I T 0 ROOF VENT 70 ROOF VENT
RIDGE VENT ��-
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M C H
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OR GALVANIZED
A I ( I •r WASHERS C lE2 D.C. I z 1 114 c.o. z 3
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@ I I 11 I I I 3 11/d v, 1/2CDX SHEATH NG f
I I I 15#FELT 2X8 DF#2 CJ 16"OC
I 12"D.C. 3 —- - — -
12^ I y II I I I II I 2X10 DF#2 RR @16"OC
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/ SLOPE"114"PER FOOT I PITCH TO DRAIN TRAP SEPTIC SYSTEM
I( EX.FLOOR SYSTEM
#10 STAINLESS STEEL —- -OR GALVANIZED 1 PLUMBING SCHEMATIC
WOOD SCREWS W/ —- - —
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Co 155 21 D 0.0 SCALE: 1/4" — 1' 0" z
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STUDS
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Nan•e-,Yte W rature Date V 1
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W
OR GALVANIZED Vol
WOOD SCREWSW/ Pmketmme nepoP3ge:Ora
1 (I WASHERS @ 12"O.C. oa±a vetame: Page t a 3 W ��
• • • • • RIDGE VENT
RIDGE
8
MULTIPLE PLYWOOD ASSEMBLIES
2-2X4 DF#2 STUDS CONNECTED 1-3/4 ML
RIDGE -- •�.J
TOGETHER WITH STAINLESS STEEL
OR GALVINIZED BOLTS W/WASHERS -AND NUTS @ 2'-0"O.C.
`eat
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ASPHALT ROOF �.-.•
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 15#FELT UNDERLAY
1/2"CDX SHEATHING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161,
�`�� N EX RRs
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITHI ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL _ 2X8 CJ 16"OC 00 o a
CONSTRUCTION CODE).THIS IS;NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. _ _ _ _ I I
ALL PANELS MUST BE CUT TO SIIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. N 4
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
0
I
00
STORM WATER MANAGEMENT DETAILS F+
U U _
DBL.UP EX.FLOOR JOISTS
" TOTAL ROOF AREA: 1794.2 SQ. FT.
WATER RUNOFF AT 2" RAIN PER HR.: 299.7 CU. FT.
TOTAL DRYWELLS PER CODE: 2 8'dia. X 4'dee -�%-/ �� EXISTING EXISTING
REQUIRED ( ) p � //
Do
1
TOTAL DRYWELLS CAPACITY: 338.0 CU. FT.
e I I I I OGEE GUTTER - STANDARD 5" — - - — EXISTING FLOOR SYSTEM
NOTES: — - - — NEW BILCO
C-DOOR
1).EXECUTION: 74EXISTING
I I A)-DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2).PREPARATION: e==?
,
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. - 1' '==' EXISTING
/ B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 0 t
\ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 1 ' -?__ 74
I I Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR e t_-? March 19, 2011
METALS WITH PROTECTIVE BACKING PAINT. l t
\ l le=A
3.INSTALLATION: 8"BLK.WALL t
\ A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. SCALE: 1/4" = 1''0"
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. l
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. F----------------
/ a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES. 16"X8"FTG.
8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT (2)#4 REBAR SHEET N O.
CONNECTORS. SECTION B—B.3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT-
1 4).PROTECTION: SCALE: 1/4" — 1'-011
DRY WELLS TO BE 10 MIN. A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
DCOMPLETION.
Oa 0
0 0 a 0
M C H
Design Services
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGSy� ti
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MAMUFACTURE1 S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. �. .
KING STUDS
,s
ENDWALL CRIPPLE STUD RAFTER WALL STUD
o
BOTTOM PLATE
o RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ANCHOR BOLTS
CT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNE
HOLD DOWN BOTH BT.PLATE 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADSS ALL OPENINGS LSTA12 1-1/4"x12"20 a.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18 a.SLOPE HANGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL.APPLY TO EACH RAFTER/LEDGER /1
ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH g g g FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE \J
THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC
WALL STUD z
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
METAL STRAP
LOCATED BY CONTRACTOR O
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY ^�
RIM BOARD RAFTER AS REQUIRED
SILL PLATE RAFTERS S) WALL SHEATHING MAINTAIN
VENTILATION WOOD JOIST
SIDEWALL FLASHING
FOUNDATION TOP PLATE BLOCKING
- - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING I 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
GUTTER
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER uj
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 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION) APPLICATION OPENINGS OF'A INCH IN DIMENSION. SOFFITED EAVE � O W
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.TYDOWMI ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0"O.C. / '�• ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWMJ ANCHOR CONNECT TO a
ON ALL OPENINGS ,��, KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL P4
2ND.FLOOR WALL OF FLASHING a
,_.., O
' ROOFING LAPS BASE ~/
FLASHING 4 INCHES
I
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME z
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN.4 INCHES THROUGH VENT < Ln
WOOD JOIST O
TOP PLATE v l w
SIDE WALL FLASHING GIRDER/HEADER �
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @4$"OC
WOOD JOIST Z
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES — PROVIDE HEMMED EDGES SO RAFTERS O
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 1��T
4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ��
CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE
INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO THE PROPER STEEL CONNECTOR.
AIR PASSAGE 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 CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.$REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHORS PLATES TO EACH STUD OF ROOF
DBL.SILL PLATE CUB
TERMITE SHIELD r SUBFLOOR Q
SILL GASKET I WOOD JOISTS
TYP.CONC.FOUNDATION C ^ CONC.SLAB / GASSKETNE -' - ^`, i 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR
6 MIL.POLY BOLTED TO STEEL BEAM WITH
U
6MIL POLY ON EXTERIOR GRANULAR FILL� STEEL COLUMN ,_- - �� i I 1/2 " DIA. BOLTS o 45" o.c. STACK.
° � � ' p `, 1
n � = 1
v \ a a ^ ROOF JACK \� `� II II STEEL BEAM
p CONC.SLAB p r v
n
^ COMPACT FILL \ p \` 4" x 114" x 8" STEEL
p ` ROOFING LAPS , I TOP AND BOTTOM PLATE
KEYWAY FOOTING P v / FLASHING AT , WITH 1/2 x ro ANCHOR BOLT
ANCHOR BOLT CONNECTION
�'^ p C CONC.FTC. p ,4 Q p G �' USE W/ITH 3x3 SQUARE WASHERS SIDES AND TOP `, I 1/2" GROUT
: a
(USP LBPS58 OR BP583) `
p REINFORCING BAR 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION4 5/8"DIA.ANCHOR BOLT I I ( 10 KIPS
SUPPORTING MAXIMUM SPACING FLASHING LAPS
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72"OC
SILL PLATE TO FOUNDATION TYPICAL SEAM DETAIL
TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC
WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING
'
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC
SLAB-ON-GRADE ROOF JACKS VENTS DETAIL
SUBFLOOR
CONC.SLAB I I DOOR FRAME
6X6 10/10 WWM
COMPACT FILL I DOOR E—� G JOIST
I I USE 2X8
,- FOR BLOCKOUT STEEL BEAM
t 4" SLABSLOPE
( _
P.T.PLATE W/ 6X6 WMM 4'DR VEWAY—S NOTCH JOIST AND ADJUST HEIGHT
1/2"AIR ACE
(WITH A NAILING PLATE IF NEEDED)
AT END AND
�` 1L p e n � e �° °a-° > ,° TO BE APROX. 1/2"OR HIGHER THAN
GRADE ° 4 '"--zr--"--zr-=--� p IDES OF WOOD ,�
D - D '< P •s STEEL BEAM TO ALLOW FOR SHRINKAGE
p yf,,
c = BEAMS v (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
4 4 4 /p e e e e
6X6 W.W.M. r _ —„f — —„c _
MIN. A,' 4 n'r c o �\ NOTCH BEAM FOR MUDSILL IFF REQUIRED--MAXIMUM A , ,n f SUBFLOOR
•/ 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OFF BEAM I REINFORCING BAR n D n°,D ' ,
DRAIN TILE I� ' o°, a a, D — _____JOIST
12" % e° SHEET METAL/30#FELT UNMER BEAM AT POINT ° A �e �e l�
0 o OF CONTACT WITH CONCRETE OR CONC. BLOCK I I STEEL BEAM March 19, 2011
TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °A 3 SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM)
REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACCE FOR WOOD BEAM GARAGE DOOR SLOCKOUT " � "
SCALE: 1/4 —— 1 -0
SEAM POCKET
SHEET NO:
0
M C H
Design Services
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES
ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL . , r'r k ` A
1). RIDGE-TO-RAFTER ASSEMBLY: '`- , � -. -,
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
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:3-8�d COMMON EACH BUILDING HEIGHT
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL Ak'�r, �•
1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION _LIC
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:3-8id COMMON EACH TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
g y p g g p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA AF&PA WOOD FRAME CONST. MANUAL for One and Two Family Dwellings
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
meets current federal, state,county and local codes,ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
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 TO RAFTER WFCM -SBC END NAIL ATTICS w/o STORAGE 10
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. RIM BOARD EACH END (LIVE LOADS PSF)
4 .WALL ASSEMBLY TO FOUNDATION: 2- 16d COMMON ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 Vol
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under
construction means, methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION WAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200
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 QTY. SPACING EXPOSURE CATAGORY Z
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 4-16a1 COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE O
INTERSECTIONS 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 exterior STUD 2- 16cd COMMON O.C. NAIL EGRESS m 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 y
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&Co 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 3-16dCOMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK latest version A '
(.r.
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST BAND JOIST 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
, ,
length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2
1).The General Contractor and Mason to review plans, elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH)
CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4 respectively. 4-SdCOMMON QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - � O
3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �.4w
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE a ,"
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 2-fBd COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Z
be installed with#4 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. P TO JOIST END NAIL SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD a
BLOCKING EACH TOE
5). Unless otherwise noted,all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2-6d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 Q I_4 O
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs W CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE " SEE NOTES: 1 (BOTH FIELDS)
3-116d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 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 I F4
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.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 E'}"I
6). Crawl spaces to be provided with a minimum 18 x24 access opening. Install one attached with the above requirements. TO BEAM 3-1i6dCOMMON JOIST NAIL FJ•'�
8x16 cast iron foundation vent for every 150 sq.ft. of area.
DECK AND COVERED PORCH NOTES. JOIST ON LEDGER 3-ffidCOMMON PER TOE
7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O
N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be galvinized or stainless steel. 3-V6d COMMON
9 P P 9- g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, P4 � w
8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 116d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
iers shall be anchored w er steel connectors anchored Girders on concrete ith ro SILL OR TOP PLATE FOOT SEE NOTE: 1
FRAMING NOTES P p P 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Z
into concrete with a minimum 1/2 dia x 8 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.
1).All framing techniques and methods as prescriptive design of(AF &PA)Wood Frame O
3). Posts supporting girders shall be anchored to a 12'x12"x12' thick concrete footing. JOINT DESCRIPTION QTY SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
Const. Manual for One and Two Family Dwellings(WFCM);or as specified in R301.2.1.1 Use a minimum 1/2"dia x 8"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.
below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PEIR TABLE 3.8
2). Unless otherwise noted,all framing and structural wood material to be#2+BTR. WRCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �.....
Douglas Fir. ,
4). Deck joists to have blocking at 8 0 o.c.. CEILING S H EATH I IN G. NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
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 FIELD Q
otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTn, SPACING SEE NOTES: 1,3(BOTH FIELDS)
4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
4). Unless otherwise noted ,all bearing wall headers to be(2)2x10#2+BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS7" O.C. EDGE NOTE:2 FOR PANEL FIELD
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. FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 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:
openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable- QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONI AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C. EDGE
PLYWOOD 6d COMMONI 6"O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE
on plans. WALLBOARD 5d COOLERS> 10"O.C . FIELD
2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SH EATHINIG: NOTE:
under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qom, SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
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 permitted. STRUCTURAL PANELS 8d COMMON 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. HVAC SYSTEM NOTES 1"OR LESS 12"O.C. FIELD 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.
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
ARE ONLY TO BE REEFERRED TO IF
10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED THESE NOTEIN S SCHEDULE NOTES ONLY. Section R602.$- FIREBLOCKING REQUIRED
2). HVAC subcontractor is to fully coordinate all system data and requirements with the
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)
over subfloor as per manufacture's instructions. equipment supplier. 1). Nailing requirements are based oni wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations.
11).All bathroom to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher
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,oralterna3te connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
such as shear plates,shall be used toi maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
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 connected
torch down type material over. 2).Alf electrical work shall be approved by a qualified Underwriter. members,the tabulated number of naills shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 to be reduced tot - 16d nail per foot. drop ceilings and cove ceilings.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces
ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2, N.Y.S. Residential Code.
AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES-THESE DRAWINGS CONFORM TO GENERALLY
4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of March 19, 2011
ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion.
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED
5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. SCALE: 1/4" = V-011
SHEET NO: