HomeMy WebLinkAbout42828-Z r=z=
�o�Os�tf�l Town of Southold 12/24/2019
P.O.Box 1179
z 53095 Main Rd
o � �
�l , Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40960 Date: 12/23/2019
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 14005 Route 25,Mattituck
SCTM#: 473889 See/Block/Lot: 140.-3-28
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/22/2018 pursuant to which Building Permit No. 42828 dated 6/28/2018
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:
ACCESSORY GARAGE AS APPLIED FOR
The certificate is issued to Deridder,David&Patricia
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42828 12-12-2019
04
PLUMBERS CERTIFICATION DATED
thor d S gnature
SUF of t1,c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 42828 Date: 6/28/2018
Permission is hereby granted to:
Deridder, David
14005 Route 25
PO BOX 1465
Mattituck, NY 11952
To: construct accessory garage as applied for.
t
At premises located at:
14005 Route 25, Mattituck
SCTM #473889
Sec/Block/Lot# 140.-3-28
Pursuant to application dated 6/22/2018 and approved by the Building Inspector.
To expire on 12/28/2019.
Fees:
ACCESSORY $340.00
CO -ACCESSORY BUILDING $50.00
Total: $390.00
Buil ing spector
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 PlanningBoard Approval of completed site plan requirements.
B. For existing buildings(prior to ApHl 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. (�ll,/d� 2 Z,
New Construction: Old or Pre-existing Building: (check one)
Location of Property:
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Jho. Block Lot
4--Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Ce ificate Final Certificate: sol (check one)
Fee Submitted: $
Q C
� Applicant Signature
oF so�Py®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® Q roger.richert(cD-town.southold.ny.us
Southold,NY 11971-0959
®I�cDUNTY,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Deridder
Address: 14005 Route 25 City: Mattituck St: New York Zip: 11952
Building Permit#: 42828 Section 140 Block: 3 Lot 28
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA- Roslak Electric License No: 3677-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment detached garage
Notes.
Inspector Signature: ate: December 12 2019
81-Cert Electrical Compliance Form As
�o��OF 50Ulyo�
TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm� 765-1802
INSPECTION
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
# # TOWN OF SOUTHOLD BUILDING DEPT.
^ourm,a�' 765-1802
INSPECTION '
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: ' 4VVI
DATEI °O INSPECTOR ZA ave^%-!�l
�O�aoP so�lyo
= * # TOWN OF SOUTHOLD BUILDING DEPT.
�`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ NSULATION/CAULKING
Y"
[ ] FRAMING /STRAPPING [VI FINAL
[ ] FIREPLACE & CHIMNEY [ : ] -FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)-
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
oo _.._
DATE ll INSPECTOR w k2_ .'
how,*pF SOUIyo�O
# # TOWN OF SOUTHOLD BUILDING DEPT.
�ycou765-1802
INSPECTION
�2
[ ] FOUNDATION 1ST [ ] 'ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ��}• ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE l INSPECTOR
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 Zs is of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Su ey
Southoldtownny.gov PERMIT NO. £deck
Septic Form
Nff.S.D.E.C.
ees
C.O. pplication
Food Permit J
Examined ,20 {�7C n Single&Separate
> v Truss Identification Form
jum 2 2 2018 &-Water Assessment Form
Contact:
Approved
p
Approved ,20 B11 I LDING DEPT. -, �'S�L' @�� C odar
Disapproved a/c TOWN OF CP) _
Phone:
Expiration ,20 a0 63t) 3q4 - /09 7
Bit spector
APPLICATION FOR BUILDING PERMIT
f. :. Date 201
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 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(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
<C4rtr1�/'
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done: ,+_
House Number Street :12 ',:Hamlet
County Tax Map No. 1000 Section Glo, Block ,� 4 ,,_ Lot o- >:
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
Estimated Cost /8�U-o O.
b''epaid on filing this application)
5. If dwelling, number of dwelling units ber of dwelling units on;each floor W
V /�
If garage, number of cars �;1C, •, "'f '�' ;
6. If business, commercial or mixed occupancy, specify natgre.,and extent of each type of use. A6/A
7. Dimensions of existing structures, if any: Front Rear'^`" - Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 000 Rear 3C7 ' Depth SCS
Height .1"1�`C�r' Number of Stories 1
9., 'Size of-lot:-Front-_ �i _ r Rear 2-r,51 Depth X 6 6. '
10. Date of PurchaseAlloy, Name of Former Owner/foigr�f tgmgla Al. Oree.ye,5
11 Zone or use district in which premises are situated Ile
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevdtion-at�any point on'property is at 10 feet or'below, must provide topographical data on survey.
18:Are them•any covendnts and restrictions with respect to this property? * YES NO
IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS.
COUNTY OFS ) J
1�( �� being duly sworn, deposes and says tliat(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the_��1, ac c
(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 to before me this
— _day of JTU V.Ye 20 t
TRACEY L. DWYER ova_
z-BLIC,STATE OF NEW YO IX
Notary Public NO.01AW6306900 Signature of Applicant
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2�1
Scott A. Russell a0
s111FQI 1F01KMWA\r]F1E1K
SUPERVISOR I\v1[A\NA.G]EM]EN`]F
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 ti��l 11+ Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOLES SS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑[KA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ec. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑&D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ff�E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑Ov(F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
-and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
�, ��j►� Distract
NAME i� fI~J• ®� /Wei,
es-
w�) Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY *#
Contact Information Cv-4,11 ,
Tekph...Number)
Reviewed By: / �1 ��jj''
- - - - - - - - - - - - - - - - - - Date: 1p'p���IZJ
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — —
Approved for processing Building Permit.
0�o.5�aonY/Qp,G,'/wa. O =J �d7 Stormwater Management Control Plan Not Required
A"(.' �7. ���J�Z Stormwater Management Control Plan is Required
El (Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
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Town Hall Annex �Z+ y Telephone(631)765-1802
54375 Main Road c Fax(631)765-9502
P. O. Box 1179
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---- - BUILDING-DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Datq: Zja?s
Owner: —�Gzi</7® 111�r �''1�� ..� �:/+'R'
Location of Properly: /' d�'' t jVICt lYt �=� G��f1. lf G /�Y ���✓i�
Please take notice that the,(check appliafa(e line):
New commercial or-.res`identtal'structure
Addition to existing commrtial or residential structure
Rehabilitation to„°an existing .com`''mercial or residential structure
to be constructed:or-performed at the subject property reference above will--utilize
(check applicable fine);
Truss type-construction (TT)
Pre-engineered,wood construction (PW)
Timber construcfi_on (TC) '
in the following locations) (check apnlic&e,line)•
/ Floor framing, including girders and beams (F)
1� Roof framing (R)
Floor and roof framing (FR)
14
Signature: ,0A*/7�.. z.P�
Name (person submitting this form): a_4y& ,Z7eder
Capacity(check applicable line):
L� Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
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RODERICK VAN TUYL P.C. r I �
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GREENPORT, N.Y.
FORaDAVID f,F'A'MC A.A.IN5 R(Dl)F-k I
S4PYEYEV- APR-9; )99a �
MAP A1AF-WD1EJJ -N0V.9, 19,9,3 I I
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14005 MAIN RD. _ -- --
ATTITUCK, N.Y. '11952 -
8' 8'
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"-S-'-1 ' SECTION. 1
BLOCK: 3 IN ROAD ROUTE 25
.SCALE: 199= 20' LOT: - —28
S CTM, ',- -758,69
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PLAN CONTENTS: 0%
NOT PROCEED WITH •'�
GENERAL NOTES WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL . AMING UNTIL SURVEY �►
BUILDING USE DWELLING
1).RIDGE-TORWrERAMEMBLY: =OUNDATION LOCATION
1-1/4'x2ogouge sbW*aitbeattadhedbeachpardralbrslnaccordancebteble3A. BUILDING HEIGHT ASBE"EIdAPPROVED.
When a collar tlela used In leu ore ridge strap.rtie number of 1od common na required TOTAL SO. FT, OF CONSTRUCTION O„
in each nil of to color iia need not exceed the tabulated number of 8d nails in the strep.
CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND
1) Thelnkxrrcalfonwlhfntf4esetotoorraUudlandocunat>takraiatiSdbbaMCdesign 2}.RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA 2015 ICC WOOD FRAME CONSTRUCTION MANUAL APPRO ED AS NOTED � +} o
M+isritardiramlrpdetels Tt�eyarehrbndedesaoonstructlonald,notaaubstl4�ie L nO `�00nnedf°nsibrrafber,ceiingorkuesi°bppls6eshelbeM FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES p N 4 C�
lbr generally e a m pled good buldnp pracflce and complanoe with enrrei New York acoomwm b table 3.3.When a rafter or truss do not tel In lne wllh etude below,ralters DATE: � B.P.�# �0IS
EXT. BALCONIES 40
State bull ft codes.The General Contraclor ls�esporrsbb ler provklrg standard a trusses enol ba attached b to wail top plats and the wad top plate aiheit be attached b
construction details and procedurse b ensure a proinsionaly lhlehed,stnhc4nely the b the wet ahrd with upIIR oornectlona.Boob overhanging the rake aide dine txrlcng DECKS 4 0 FEE; � BY: r C7t . Qts,
sound and a weatherproof completed product shall be conr�czced with upM carreclione it soca dence with table 3.3a ATTICS w/o STORAGE 10
ATTICS w/ STORAGE 20 NOTIFY BUILDING DEPART TAT LL -0 N
2j The f3ensral tbntracbr is neponeblelbr marring that afl wait and construction 3).WALL-TO-WALL ASS13SLY. DESIGN LOAD CALCULATIONS 765-h802 SAM TO 4 PM FOR THE C "4
nheeb wron<fedwal,rdele,county and Nal codes,ordiwroes and ,�, Wal studs above and studs below a floor Isvel afrsl be attached with�corneclione in ROOF (GROUND SNOW LOAD) 25 FOL(.OWING�INSPECTIONS: & .Mp
accordance with table 3.3b.When wall allt above do not fel In Ins with studs below,the (LIVE LOADS ASF) O
These codesarsbbsaa►aidendaapertotthsapadf�8onslbrWebuNdleQerhd ROOMS (OTHER THAN SLEEPING) 40 'p
etnouid the adhered b even fl h , sleds shed be attached too a common member In the floor assembly with uptpt connectors h ROOMS (SLEEPING) 30 t• FOUNDATION - TWO REQUIRED C N
3).Dlmsndons•hail telae precedent over scaled drawige accordance" 'mbk 3,3. STAIRS 40 FOR POURED CONCRETE ;j
(DO NOT SCALE DRAWINGS) 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200 2• ROUGH - FRAMING & PLUMBING
First wall studs shall be cmnactsd to the lloudaflon,sit plat,or bottom plate with uplft 3. INSULATION
4) The been erg auu anumes no connectors.Steai straps Shan have a rr k*m n embedment of 7 inches In oahaete EXPOSURE CATAGOR Y 4. FINAL - CONSTRl1CT10N MUST
nV)
lbcndation end aieGan grsde,l6 Inches h rrnaeahry block iourhda8orre,or lapped under B! COMPLETE FOR C.O. IL's
�rricrcoths6uclbnoocx�hntlnpwNhtheseplans, for LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION
conA nran I means rneewds, ,orprnaduas,or forssfety the place and nailed In accordance with table&3b.When stool straps are lapped under the ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGEto
pracwtionaandprognin Inomnecdmwlhtowork.Them innowaranllesfor a bottom plate,3inch squenswashes OWbe used with toanchor bolts'An0or bolt � NAILING SCHEDULE SEE GENERAL NOTE PAGE ALL CONSTRUCTION SHALL MEET THE �
speclfc urea v or MPled In the hate of two p� spacing Is b be spaced and Sind In accordance b table 3.2a.M addition cig, EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE REQUIREMENTS OF THE CODES OF NEW
anchor bola are b be spaced between 8-12 theme from the and of a ell and al YORK STATE. NOT RESPONSIBLE FOR
-Rderbthe WndowrrdDoor Schedule for a�Aerlorepanlrgs' °Oft ' FIRE PROTECTION SEE FLOOR PLANS DESIGN OR CONSTRUCTION ERRORS.
8).The Gorww Contraolor Is b ensue that mosonnry or prafabracisd*Wk=11
a TYPE 1 E)CTEWOR SHEARWALL CONNECTIONS: I SMOKE & CO2 DETECTORS
ormosedsnhw�xture1espedflosdocsendapplosbteoodes 7ypalar0erlorshearwalswlBhsmihirgmotT/18ixthweodstnxhnalpenalonthaaadertor I TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
attached with ad common nate at tT ac at the penal edges and 1 T o.c.In flsld,and
T).The Genal Contractor Is to oorwit with t»owner ler all bulW Nuns 112 Inch gypsum wo boord on the Interior No I m with 5d coder nails at r o c.at penal ENERGY C ALC UL ATI ON S R E SCH E C K 4.6.3
such as bookcases,shelving.pantry,closets,trims,atc. steel and 10'o•c lo be thrid WMbe te 80m dm wilhilholeng1hrequiremseftspecilled COMPLY WITH ALL CODES OF L
In table 3. .
be
NEW YORK STATE & TC` ,1N COD �O1
5).TYPE a EXTERIOR SHEARWALL c oHNECTIONS: Table 3.1 NaMng Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193 �. ,
FOUNDATION NOTES: nype 11 wdarlor sheerweis athol mesa the requirements of table 3.15a-b tknes the anpproprlste ) AS REQUIRED AND .,�,, �I , I ONS O Vf
1).The General Contractor end Meson b reviser plans,elevations,details and rates b 1°n�ux�uatment tactors h taI>fe 3.18. Number of Number of „ t�
detwmihe hAm dad helghtr or flnistwd floor(,)above typical grade. I Common Nails Box NaN8Spacing
All INTERIOR
SH AKINongti e�provi CONNECTIONS:
S:a aMl be penrhlled to be Increased when Joint Description Nd S �t r , , Q 4)
2).AN bad b rest on udkMxbsd(vkgin)sail.Assumed bearing 3000psf Interior shearwatar
s e used.Sheathing and connedfone shat lh be In s000rdo re wtROOF NAILING
2.4.42 and 2.2.4 respectively. Rafter lo Top Plate(Toe-nailed) 3-8d 3-8d per rafter S U U I H U L 7r J7iN1-tTEf S *QW3).Provide 1/7 wgxmlon joint meleriel omets between cslobs and abutting
concrete or meow"walls oearig In exterbr or unheated ihbentor aren. 8�CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-rued) 3.8d 3-8d per joie
4-0
Header andlor gWw ommodiahs shall be sill it, d with upifl oann.ct one its accordance Calling Joist to Parallel Rafter(Face-i a� 5-16d 5-16d each lap t Z �
4j.Any nsw conc>reie wallabent attachad b aude ft concrob Strum shell wNh ladle 3.5,Widow all plates abet be have aced omneckn in accoidsnce with tette Ceti Joist Over Partitions Face-nal 5-16x1 5-16d each
be' ntdm with#4 re•bar,1 W long at 1r o.e..Use approved epoxy for Installation. a5. I ng � ( �) �p ®1
Cohan Tia to Ratter(Toe-nailed) 2-10d 2-10d per be
5).lhiess otlherwtee holed,ell slabs on grade b be 2500 P.s.l..Cornaete b be gy �,�pRAI(,'FILING AtiSBuiBLY: I Blodang to Rafter(Toe nam 2-8d 2-10d each and
Poured on 4 ihch tick sand or gravel 111 with 8x8 wre mesh roidordrg.Interior slabs Wherea ridge te b be used as a stnubual Neem,the halters shall elther be nolcl and •0
b be mihtrxm 3-1/2 inch thick. anchored on by of the Cheam or slope corneous Shall to atdoched to each Rim Board to Ratter nil Nalled 2-16d 3-16d each end
8).Gaal spaces b les provided with a midmurn 185Q�4'ecxheee opening.Instal one
>�tine open ceiling p�of the building.Connections to tha ridge and wall than bebe WALL FRAMING OCCUPANCY �^ � •
8x18 test ion foundation vent for every 150 sq.1t.of ares. athhethed vWtt the ebovo requiemenb. fli•
R4osOf DECK AND COVERED PORCH NOTES: _ i Top PIS at iInt (Face
s;(F ed) a-�6d(1) s-i�(1) perW each sloe USE D Ui�LA Y- 1� •
7).Darrhppraaf wctwiar of fandetian will,bihrnihaua°°eirng ore par sector WITHOUT C� I �. 1 E
N.Y.S.Residential Construction Code.A 8•ml pa"thyrene Mm shall be applied over 1).Unkm otherwise noted,all frsmig m0wlal b be ti AM pressure treated lumber. � �10 Stud(Face-nalied) 2-18d 2-16d 2C ac. � ' r- '
V*below grade portion of eoberbr walls prior b bertdling. AN faa+esa+e,hargere end enders to be goh*t and or stitel
aress se. ;��++�+
Header to Header(Face 16d 16d 16"o.c.�g edges
2).Girders ler deck joints b be bolted to each poet with washers and nuts. OF 0UV U PAN G`Drainage `
8).Drainage se per ad section 8405 N.YS.FiieNderhflal Consfnictlan Code. I 0 �
Girders on concrok plers shall be anchored with proper steel connectors anchored 3-16d 2-40d BtUtt
1 comate wtt h a rrMmum Ire dim x T anchor look with washers and rxAIL I Top Bottom Plate to Stud(End Nail9d) per .m
FRAMING NOTES � � �
1).AN inwi*V%driqun and msdads as proscriptive a deep of 2015 gj,Posts supporting gliders shall be ancchcxed to a 12-x12'x12'thick amste footing.
Edition Wood Fremig Construction Manual. Use a minimum 11r die x r long anchor bolt with weetwn and nuts.Footings Shal
2 Douglas Fit..Union otherwise noted,al ire and,bud"wood material b be;02+BTR- be 3 tbelow grads.Cwmm piers b be used with N parrthesld win roans or psrgutaaa `
D ).Doak joists b have blocking at 81i c•.c.. RETAIN STORM WATER RUNOFF Bottom Plate to Floor Joist;Band Joh,End joist Or Blot hg(Face-Nailed) 2-16d(1,2) 2-1$d(1,2) per loot
• FLOOR FRAMING -
3).Floors,Wale,eeNlrge end rafters b be spaced s t 18 inches o..L unite noted 5).A mirlrnum of 10 Inch flaaNng shall be Installed between the bullding and ledger. PURSUANT TO CHAPTER 236 ®1
otherwise. Ledger b be fastened b buff lig with 1/2'rile.,halts with washers and nuts Joist to SM,Top Plate or Girder(Toe-naffed) 4-8d 4-10d per jft OF THE TOWN CODE. W N
4).Union otherwise noted,all bearag well thesdsm to be(2)2x10 02+BTR.Doug.Fr. whom needed. Bridging to Joist(Too-nalled) 2-8d 2-10d each end
Bearing well headers b have(2)jack studs and(2)tut lengrri studs on each aide of d 8).Concrete plana shall be a minimum 8"above grade. Bloddng 10 Joist(Too-naffed) 2-8d 2-10d each end w'=
openigs.LVL headers to have(3)Jack studs and(2)0A length studs on each sided h
openings.Bee"wall window cis shot also haw(2)window ori plates for 2x4 wall T).Al Joists b be supported with hangers and anc ham Fact. JoW aimed also be anchored
���� Or Top Plate(TO@ i18 -16d 4-16d each block *�t
openings between 4'1 and 8'0 and 2x8 wait opt between 5'11 and 8'9.Provide fire to gee)• Ledger Strip to Beam(Face-nailed) 3-16d 4-16d 000 joist ��ECT, ' .
and blocking Where applicable. Joist on Ledger to Beam(Tbo-nailed) 3-8d 3-10d per joist INSPECTION � 4th DIED
4Ai{lush beems0headers to be ihsballed win heavy duty gelvht*hangers and 8).Coaxed Rook shall be snombled and anchored the some manner as a typicol building. Band Joist to Joist(End-nailed) 3-16d 4-16d per joist
anaraewhere applicable toall aormecth jolds. PLUMBING NOTES Band Joist to SRI or Top Plats(Too-rhe 2.16d(1) 3.16d (1) per foot
8.Double up floor joists oder walla thatrun parallel b the floor joist ate oder bathhulns 1}AI water supply,drainage end venting b be Installed as per N.Y.S.Reek! ad ROOF SHEATHING
Fbohave man. tie Installed shall be vertAed for proper load capacity unless noted Consiudion Coda. TRUSS Pt�CATt01R s R�QUjREI)
rs to
on� St11ICttdr8l Panels(See Notes 4,5 and 6)
2).Verty septic system with the Engineer for Sufioik County Health Departrnert approval. Interior Zone 8d 10d 6'edge/17 field
4 Provide bbddrglbridging In floor Oft at 8'0 ox..Use sold bknclIng In floor f elate8d 10d 6'edge 16' ield
under al boo"welt. 3).K well studs,plates or joists are out out during Installation for any pL Rnbing related work, Pernrheter Edge Zone 8d 10d 6'�/6'field exterior lighting
provide adequate bracing and b plates protect and secure ftstnrcture.'!eriy with the Gable End Rake with up to 1'Rake Overhang - stalled,replaced or
8).Provide Insulation beAles at save vents between refers.Indol draft bloddrg a Stals oDdo and morn ,re's roomuraxleft ibr maximum hole stns and,Teekg permitted.
needed. HVAC SYSTEM NOTES CEILING SHEATHING >< paired shall conform
g).Union otherwise noted,an rook and wale to have a minimum 11T thick 4-Oy Fir 1).Mechanical subcontractor is responsble for adheerirg to all applicable codes and ad* Gypsum Wallboard I 5d cwers 5d coolers 7'edge 110'floc to Chapter 172
CDX exberlor ehow ig grade plywood.Plywood b shover over plates and headers. requlremen6s. WALL SHEATHING of the Town Code
10 Undoes dnsrrvke haled lane 3/4.1Wdc G PTS Flr or Mwrtech pywood suhfloor 2),HVAC Subcontractor la to fully coordinate ell system data and requiemerds With the Structural Parlel3(See Nobel 1,2,and 3) 8d 1W r edge/17 W nD
IE
��
n with PL400 adhesive and Saawwd b floor joists.Flntsthed f icor b les lnslaMdequipmort suppler.
over subtloor n per menumct<rre'e hnstnxtions.
3).HVAC subcontractor to provide*W System layout drawing and submit it to the General 5d coolem 5d coolers 7'edge/10'field
11).All bathroom wells b have 11r thick moiAuroaeetdart sheetrock.Garage walla and Contractor and owner for Mal review �and approval. WellpJ U t-1 l 2 2.0��
cWkW ate over tram to have 318-thick type-x Shestrock.AI other parts of building g
lo have regular 11rduietack.AN wok bbetoped and+1nishod• ELECTRICAL NOTES: i FLOOR SHEATHING
12),AN rod inch laa ars with a pse than 4:12 Shall be Installed with an lWater barrier or 1).Al electrical b be Installed as per N.Y.S.Residential CaNtue8on Code. Structural Panels n� Flt ar `t'r r.
approved equal.Flat roars shall be applied with a Flbergles throve sheet with an EPDM 1'or less 8d 10d 6'edge 112'Held `� ��f� d 0;'i a,07 � it;-SLD
torch down type material over. 2).Afl electrical worts shall be approved by a quatfled Un derwftr.
13)_ori M plates and wood i,contact wlah concrete b be pressure*emed.Sill plates b 3).Instal smoke detectors and Carbon Monoxide deteaons lnroughout as par saloon R317 (1)Nall!ng requirements are based on wall sheatfhfrig nailed 6'on-center at the panel edge. Alternate nailing schedules shall
The iwiafled wlNn a foam all gaakat and cop•r-r larmhe shield or approved equal. or N.Y.S.Residenmal construction Coda. be used where wall sheathing nelling is reduced. For example,if ware sheathing is nailed 3 inches on-center at the panel edge , 6
to obtain higher shear capacities,nellir g(requirements for structural members shall be doubled,or attemate connectors shall � Y
be used to maintain bed path.
(2)For wall sheathing within 4 feet of the corners,the foto foot edge zone attachment requirixnerts sthall be used.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabulated 12 Inch o.c.nate spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49.
Wind Seismic ee then Frost Line Termite Decay Winter Ice Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each allele of the roof peek.the 4 foot
Ground Snow
Load Speed Depth Design ndedayment perimeter zone attachment ret��rements shall be used. ,
Temp. Required (5)Tabulated 12 inch o.c,nap specing assumes roof sheathing attached to rafter I truss framing members with G>0.49.17or ?
25 psf 140 mph B Severe 36 in. Moderate Slight to 15°F Yes framing members wtdh<0.42<G<0.49,the nall spacing shall be reduced to 6 Inches ox. ilav
to Heavy Moderate (e)For wind spuds greater th9n 130 mph,blo*ng is reWlred witch transfers shear bad to two additional raters(3 rafters In
total).
(7)For exterior paw siding,galvanized box rises d,.A be pemeted to be substituted for common nails.
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CONSTRUCTION DETAILS & I IND LOADP4TH CONNECTON DETAILS WIND RESIST.aNT CONSTRUCTION CONNECTORS co
i + ch
CONNECTION LOCA:ION: PART NUMBER: NOTES: co
•�
RI DGE—TO—RAFT E7RS LSTA24 APPLY TO EACH PAIR OF RAFTERS = 0`
N
RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER, o o M
APPLY TO EACH RAFTER - %O
NOTCHED RAFTER RAFTER—TO—PLATE RT15 USE WITH SPTH4 CONNECTOR v w
RAFTER PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD oRIDGE �
RIDGE 2ND. FLOOR WALL—TO—IST. FLOOR _W-ALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD
HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD �
CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SI WA END
11 1 1ST. FLOOR—UNDER—S:LL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE L
EM IQ MEM - USE WITH 3" SQUA WA HERS
USE THE FMOVVM OR APPROVED USP METAL COPOCCTORS FOR PROPM WND RESISTANT �
FOLLOW MANUFACTLM"S REQ/MSTAUATK M 1(+H1 TRL CT1=TO ACHIEVE MA) MOA UPLIFT MAD CAPACITY. � rZ
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PROVIDE 112'SPACING .d
.
RAFTER PROVIDE
THE END STUD Q � � V
AND THE 2 OTHER STUDS A►NEH R BOLT" O ON 4)
RAFTER FOR ALLOWING MCHO a BOLT OOHets� I rolOM DK OXT 00
CONNECT CORNER STUD V
HOLDDOWN INSTALLATION . • TO TRANSFER SHEAR ou PATE ToML"mTm i ago" MOc d
e
TOP PLATETOP PLATE COMMON NAILFASTEN
6"O.C. eu RATE TOFGWMnM z�ro a 3roc L�
AIL WrW KATE M MUMATIOM. e
WALL STUD • ' 1-2 r 9008 a �t•oc
WALL STUD SIDEWALL ENDWA L,L, USE WH W sots L N
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AL,TF�tATtVE RAFTER TO WALL STUD COINnI,� ON ��yY/ t R INE0ON -
R&EM r �
• 2ND. FLOOR WALL STUD
KING STUDS ®1 M
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2ND. FLOOR PLATE ••••
SUBFLOOR CRIPPLE STUD W
WOOD JOIST RIM BOARD ! R
BLOCKING WOOD JOIST
1 ST. FLOOR TOP PLATS
GIRDERMEADER 'ACK STS
WOOD GRDER WOOD JOIST 1ST FLOOR WALT.STUD
J=E06M OVE„�WOOD ralsmJ= _
1ST. FLOOR WALL STUD
1ST. FLOOR PLATE
t SUBFLOOR SILL GASKET
WALL STUD WALL STUD Raul BOARD ® TERMITE SHIELD
BOTTOM PLATE BOTTOM PLATE • ,
BATHTUB SUB FLOOR DOUBLE SILL PLATE ' , DBL.SILL PLA, ®,
DOUBLE JOIST DOUBLE JOIST _ - , (TO OVERLAP JOINTS)
FOUNDATION WALL '
FOUNDATION WALL •'
DCILE,!01ST FOR UIOER A BATHTUB „ 101 FLOOR TO ONS
MAIN -m
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