HomeMy WebLinkAbout40249-Z S'aFfO(�-� Town of Southold
3/20/2017
g .t P.O.Box 1179
0
o • 53095 Main Rd
y�od �ap� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38865 Date: 3/20/2017
THIS CERTIFIES that the building ACCESSORY
Location of Property: 495 N Sea Dr, Orient
SCTM#: 473889 Sec/Block/Lot: 15.-6-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/27/2015 pursuant to which Building Permit No. 40249 dated 11/6/2015
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 BUILDING AS APPLIED FOR
The certificate is issued to Morton,James
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40249 09-27-2016
PLUMBERS CERTIFICATION DATED
ut o ' d Signature
TOWN OF SOUTHOLD
o S�FFOc�cOGy BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 40249 Date: 11/6/2015
Permission is hereby granted to:
Morton, James
742 Belvidere Ave
Westfield, NJ 07090
To: construct an accessory building as applied for.
At premises located at:
495 N Sea Dr, Orient
SCTM # 473889
Sec/Block/Lot# 15.-6-3
Pursuant to application dated 10/27/2015 and approved by the Building Inspector.
To expire on 5/7/2017.
Fees:
CO -ACCESSORY BUILDING $50.00
CCESSORY $397.60
Total: $447.60
Building Inspector
pF S0�/��®�
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
CA
P.O.Box 1179 ® �Q roger.riche rtO-)town.southoId.ny.us
Southold,NY 11971-0959 Q
lyC®UNT`I,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Morton
Address: 495 North Sea Drive City: Orient St: New York Zip: 11957
Budding Permit#: 40249 Section: 15 Block: 6 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electric License No: 3897-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 18 Ceding Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100 A/C Blower Range Recpt Fluorescent Fixture 8 Pumps
Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks
10
Disconnect Switches Twist Lock 1-30 Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: Date: September 27, 2016
0-81-Cert Electrical Compliance Form As
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 I%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. /0,62 y�/S
New Construction: V Old or Pre-existing Building: (check one)
Location of Property: Wa k¢4
House No. Street Hamlet
Owner or Owners of Property: ;17&,/c. C., / J?e 4"f
Suffolk County Tax Map No 1000, Section �s Block Lot 3
Subdivision 9"C,rl f- Filed Map. fLot:
Permit No. Date of Permit. Applicant: �,A 1 z
aT,RI
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: v (check one)
Fee Submitted: $ Sj0
4d
Applicant Signature
OF SO(/j�ol
02
courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE /,S— INSPECTOR
�49 so
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION I ST ROUGH PLUMBING
I FDfdNDATION 2ND INSULATION
[VfFRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS: -0,!L
lole. 1 .40-
DATE -7 Z�4 — INSPECTOR2'�r
i
OF SOpT�olo -
COY
TOWN OF SOUTHOLD BUILDING.DEPT.
i"
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH MBING
[ ] FOUNDATION 2ND [ ] INS ATION
[ ]
FRAMING /STRAPPING [ INAL
[ ] FIREPLACE A CHIMNEY [ - ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE `� INSPECTOR
oF so�ryolo .
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE ��' INSPECTOR��
BOE SObT�,
�o� olo
TOWN OF SOUTHOLD BUILDING -DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
OKI
DATE , INSPECTOR
SO4VplyOlo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG. -
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE �� l INSPECTORW(
WE
•
GSIPOP _
r
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following;before applying?
TOWN HALL ' ' ! Board'661ealth
SOUTHOLD, NY 11971 - - - 4•sets,ofBuilding Plans-
TEL: (631) 765-1802 Planning Board approval I
FAX: (631) 765-9502" - Surve`y''
SoutholdTown.NorthFork.net PERMIT NO. ® Check
Septic'Form
N.Y.S.D.E,C."
- _ I Trustees '
C.O.Application
Flood Permit
Examined - ,20 I ,Single 4,Separate
i t OCT Z Storm-Water Assessmen�Form:
Contact: fi
Approved ,20 gl_p`Gf.)EPi Z?.
Tf41,A!
Disapproved a/c / !
Phone: 4yJ1
Expiration '204r
But din -Inspector
APPLICATION FOR•BUILDIN-G"PERMIT'
Date , 20
INSTRUCTIONS- =
a. This application MUST•be completely filled in by`ty",pevWit&or'iif ank,"6d_submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing.jocation-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=iymot,be eomme4ced,l efore-issuance of.Building Permit: 1
d. U on a roval of this a lication the Buildin Ins' ector will issue a�Buildin 'Permit to the a 'licant Such a ermit
P PP PP g P g PP P
shall be kept on the premises,available-for inspection throughout,tl}e work. , , `
e,No building shallbe occupied or used in*Hole or iii paid for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if tYie`world authorize111,'as_rjot"c_grrlm,need within 12 months after the date of
issuance or has not been coriipleted within 18 months from such d'ate;If no zoning amendments or other regulations affecting the
property have been enacted in the-iriterim,the Building Inspecto'r'�iiiay'authorize; in writing,-the extension of thepermit for an
addition six months. Thereafter, a new permit shall be required. j
APPLICATION IS'HEREBY MADE:toath&,B,uilding;Depadment fqr the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the"Town.of•S,quthol'd •Suffo C6-i ifyjNevit Yor(1,�-,and'other:'applicable Laws,0rdinances or
Regulations, for the construction of buildings, additi ii 8, or alterations or for, "moval•or=demolitiowas Herein described. The
applicant agrees to comply with all applicable laws, ordinances,building,c,9 ft,1housing cod'e,•and regulations;and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
D �J,Gx 2/6 .SoUA0/d, At Y. //97/
'(Ivlailing'address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises -
(As"on the tax roll-or.latest deed)'.
If applicant i corpor tigsi ature of duly authorized officer
(Name and title of corporate officer)
Builders License No. 2 V J1
Plumbers License No.
Electricians Lfcense'No.
Other Trade's License No.
i
1. Location of land on which ro ose work will be done:
9 ,#Orf Ca ire Dr�Gn�
House Number Street Hamlet
County Tax Map No. 1000 Section :Blbck Lot 3
_ t
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 liY,g/t q N,,lg�vroe w, herl wor/rt/io�,
3. Nature of work (check which,appllicable): New Building ✓° Addition Alteration
Repair Removal• Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of'dwellirig units Number gf dwebling units on each floor A14
If garage,'number'of cars'
6. If business, commercial or mixed,occupancy, specify nature and extent of each type of use. rsona�llS� Non+FS�io
7. Dimensions;,@ f existing structures, if any: Front J#` • ear �°� Depth ' 2 &
Height v Number jarStories
Dimensions of sa structure wit alterations ora itions: Front Rear _DepthIght ,� a Sci,. :i,. r' Number of Stories
8. Dimensions of entire new constructiont,Tr.ont-,:..i.34� >t �Re`ar Depth 26
Height 20 Number of"Stories_ /' rr•'�ti ,1 /opt
9. Size of lot: Front /71 'Rear , Depth / //Q
I,. ,✓d1 .. .., .1
10. Date of Purchase k n f f✓j o r ' a., Name,of Forin'ez Owner Co rr,'+l o AV"e
7s,
11'. Zone or use district in which premises,dre:situated"'`.:.`.
12. Does proposed coristr'uc:tion'iv,iolate.any;zoning'-law;;jordiridrice?dfidgulation?YES� NO ✓
13. Will lot be re-graded? YES ' +/ 'n ` ` ,
-g NO . Will excess fill<be removed frgm��ptemises? YES ✓ NO -
14. Names of Owner of premisesJ,RjA rleq�M0'61 .ddress i9"lN
I�'e�t/ •`7 Phone'No. h 8 S44' 757 9
Name of Architect �a04s Dtt ifra.4. , ;: 1.d'.ss: ' ; -�ah.�;'� Phone No
Name of Contractor 7,14 n,C( F�s`4. ;ss,, A'ddre s;f'Q�dur 6,$J,0yAD4 4one No.' ?23-_?8 4,6
15 a. Is this property,within 100-feet of a=tidal wetland;or.a,-freshwatet•tiyetland?(*!YES'• . '!NOV/
IF YES, SOUTHOLD TOWIJ,TRUSTEES:&.`D:ESC.;PEIZMIT 'IvIAYs;BE7REQUIRED:
b. i s thisithin•300ee keitldrid2 YES*-Y k '
property'w '•f f"ofa�tidal-w -. .NO'`�� .
* IF YES; D:E.C,. PERMITS NIAY'BE,REQUII�D:`-`
16. Provide survey, to,scale, with accurate foundation plan and distances to property lines.
17. If elevation at any'p'oint on p'rope`rty i's`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 QF fu4",zej
.�ziz" being,dulytpw,om, deposes and-says that(s)he is the applicant
(Name of individual signing contract)above named; '-
(S)He is the
(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-ofhisknowledge and belief; and that the,work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this t
9__T h day of &11104c/ 20 /-f
NotaryPubli DWYER.
Signature of Applicant
NOTARY PUBLIC,STATE OF NEW YORK,4
NO.OtDW6306900
QUALIFIED IN SUFFOLK'COUNTY
COMMISSION EXPIRES JUNE 30,140\a
-A Of yo
Town Hall Annex Telephone(631)765-1802
54375 Main Road 41
P.O.Box 1179 k • i rOgendchertEGUT0&r1 .ny us
Southold,NY 11971-0959
Wa DING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: �Ljlllz
Company Name:
Name: v ,�
License Na.:
Address: Rc, ®4 "-c5c.;-a4-bId, AJ
Phone No.: / -' 7
JOBSITE INFORMATION: (*Indicates required information)
*Name: a,r-star
'Address:
kCross Street: = 2�� ��n� , a�� ---•
'Phone No.: -
Permit No.:
rax-Map District: 1000 Section: Block: Lot:-73-1
'BRIEF DESCRIPTION OF WORK(Please Print Clearly)
G-C -m-c a. (/V I r-i Cc'
Please Circle All That Apply)
Is job ready for inspection: YE ! NO Rough In Final
Do.you need a Temp Certificate: YES! NO
'ernp Inkrmation(lf.needed)
Service Size: 1 Phase 3Phase 100 150 200 300 360 400 Other
New Service: Re-connect Underground Number of Meters Change of Service Overhead
►dditional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspecrlon Form "J 1 l—
a
Scott A. Russell
SUPERVISOR Q --' NIA) 1NA(GIEh\I[IEN F
SOUTHOLD TOWN HALL-P.O.Box 1179 t
53095 Main Road-SOUTHOLD,NEW YORK 11971 �� d�- Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
®[t A. 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.
❑[OC. 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.
❑G]"'E. Site preparation within the one-hundred-year floodplain as depicted
- on-FIRM-Map- of-any watercourse.
0[2"�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. #: 1 000 Date.
/ Dutnct
NAME- LT OI. r) GJ L. �I S C i'LLs✓ iY /-f
Section Block Lot
1"091 MJILD1NG DiC'PA]';Tl1"NT UZ11- 0'\"]-YContact Information k31 '?,6,f -a,? 2-1
r<i<veoM-�wnEcn
P/3/ ,x'23- 38 GReviewed By
Date 16 -a7- i95
Property Addrreess / Location of Construction Work — — — — — — — — — — — — — — — — —
-'IF-r T` �tl.rL Approved for proceastng Building Permit
O r CQ Stormwater Management Control Plan Not Required
®�/ Gj'✓ ® Stormwater Management Control Plan i�>Required
(Forward to Engineering Department for Review)
FORM " SMCP-TOS MAY 2014
APPLICANT S.C.T.M.#: 1000 CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other) �SUFFCr;%
ryry-�� / / es 3 a Stormwater Management Control Plan CHECK LIST
NAME Ug n i G/ 1. S �Zt�l section Block Lot N
o ' � S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application.
w_,,32 Date: Zy� d >k The applicant must provide a Complete Explanation and/or Reason for not providing
¢a a Tc4phmYnmd r
/0 y/ �S ofd all Information that has been Required by the following Checklists
i
I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel
slow all of the following items: If you need additional room for explanations, Please Provide additional Paper.
a Location & Description of Property Boundaries
b. Total Site Acreage. __A0
c. Existing - Natural & Man Made Features within 500 L.F. 00'0
of the Site Boundary as required by §236-17(C)(2).
d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance.
f. Existing & Proposed Contours of the Site (Minimum2'Intervals) 0 �f��� 6ROuND
g Location of all existing & proposed structures, roads,
di iveways, sidewalks, drainage improvements & utilities.
h. Spot Grades & Finish Floor Elevations for all existing &
pi oposed structures,
I. Location of proposed Swimming Pool and discharge ring, /V-f
Location of proposed Soil Stockpile Area(s), 00� /,f
k Location of proposed Construction Entrance/Staging Area(s),
I. Location of proposed concrete washout area(s),
m Location of all proposed erosion&sediment control measures. O00
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate
on-bite the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event.
3. Details&Sectional Drawings for Stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion & Sedirneni Controls. �00
b. Construction Entrance & Site Access. 0O0
c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.)
d. Leaching Structures (e. . infiltration basins,swales,etc.) 0
USE ONLYx
Additional Information is Required.
Reviewed & I E] Stormwater Management Control Plan is Not Complete.
Appioved By. — — — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date I SMCP has been approved by the Engineering Department.
FORM ' SWCP Check List -TOS MAY 2014
o4oSu��oc,��oG
Town Hall Annex Telephone(631-1802
54375 Main Road o Fax(631)734-9502
P.O. Box 1179
Ca ZM
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: �0/2i�is
Owner: J &r/ei A &-ldn 4 Nd 4a,ro/ �e�i-k J�/' m.-�A,
Location of Property: y9s //o,l� .f,,4k
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
Rehabilitation to an existing residential,structure
to be constructed or performed at the subject-property-reference above will utilize
(check'applicable line):
Truss type construction (TT) '
✓ Pre-engineered wood construction (PW.)
Timber construction (TC)
in the following locations) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature: 'J
Name (person submitting this form): Pg n �1 L• I" sc�c
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15-docx Effective 1/1/2015
LAC ®1M6 ,pQU D
Foundation: GENERAL NOTES
8. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
SHALL BE DESIGNED AND BUILT IN ACCORDANCE
1. ALL WORK MATERIAL.AND EQUIPMENT SHALL BE IN WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. }:
The contractor is to verify all measurements in the field and any discrepancies are to be brought to the ACCORDANCE WITH THE NEW'YORK STATE UNIFORM
BUILDING CODE,AND THE NEW YORK STATE ENERGY 9. THIS STRUCTURE NAS BEEN DESIGNED {N PANG >
attention of the Engineer/Architect prior to construction. CONSERVATION CODE,AND LOCAL.AUTHORITIES. ACCORDANCE WITH THE NEWYORK STATE ENERGY OC U ���
CONSERVATION CODE. is uL
1 -All concrete 3,500 psi after 28 days minimum. 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL �
STAR AND FLOOR OPENINGS POSTS AND PARALLEL 10. ENGINEER/ARCHITECT TO BE NOTIFIED IN WRITING OF LSL
����A��
2-All rebar ASTM A-615 Grade 60. PARTITIONS,EXCEPT AS NOTEb ON DRAWING. CHANGES PRIOR TO AND DURING CONSTRUCTION.
3- Footings are to be installed on undisturbed virgin soil. 3. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 11.ELECTRICAL FlND MEC'ANICAL COMPONENTS TO BE �i�Ho I -
VERIFIED TI GOAND ORDERING
PRIOR TO START OF DESIGNED AND SPECIFIED BY OTHERS. `� ®p
the bottoms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. CONSTRUCTION AND QRDERING of MATERIALS. THIS ������ 'buy
FOUNDATION HAS BEEN DESIGNED FOR A SOIL ®F
4-The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. BEARING CAPACITY OF TWO(2)TSF AND GRADES 12. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT INSURANCE NECESSA TO PROTECT THE ARCHITECT
Unacceptable soil is soil containing clay and/or organic material. THESE CONDfTIONS ARE MET. ALL FILL BENEATH
CONCRETE SLABS' TO BE COMPACTED TO 95q. AND OWNER.
5- Backfill along foundation is to be clean material and is to be mechanically compacted in 6 inch lifts. Each RELATIVE DENSITY, 13, PROVIDE CARE MONOXI E ALARMS ON EACH LEVEL __ -• -
layer is to be compacted to 98% modified Proctor. 4 PROVIDE FLASHING AT ALL ROOF BREAKS, AND IN BASEMENT(IF APPLICABLE) POSITION NEAR
CHIMNEYS,SKYLIGHTS EXTERIOR DOORS, WINDOWS ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. C)
6- Base Material layer shown on the drawings is to be a compactable, easy to trim, granular fill that will remain AND DECKS ETC..
14. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
stable and support construction traffic.A clean fine-grained material with at least 10 to 30%of particles passing 5 DO NOT SCALE DRAWINGS. ON EACH LEVEL OF DWELLING AS REQUIRED BY Z
a No. 100 sieve but not containing silt, or organic material Is recommended. 6. EENGINEER QAPE LNOT REOSPONSIBLE ARCHITECT-
NEWYORK STATE BUILDING CODE. G 2i
„ INSPECTION-SUPERVISION OR ADMINISTRATION Or 15. ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO H
7- Rebar installed along the top of the foundation walls without windows are to be installed 10 below the top THIS CONSTRUCTION PROTECT. FEDERAL. SFATE AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
of the foundation wall.-Rebar installed alongthe to of foundation walls with windows are to be installed 3" AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
P SHALL BE THE RESPONSIBILITY OF THE NOW REQUIRES THAT ALL SLEEPING WIRED
& IN THE U
below the bottom of the window opening. CONTRACTOP. HOUSE BE UPGRADED WITH HARD\"JIRED& O
p g. { INTERCONNECTED SMOKE ALARMS.
8-All snapoff form ties are to be removed and remaining openings arPefto be sealed/ routed. 7. THIS DRAINING IS AN INSTRUMENT PREPARED TO 16. 'HE NYS CODES ALSO APPLY 10 ACCESSORY
9g FACILITATE CONSTRUCTION AND SHALL NOT BE STRUCTURE DESIGN.
9-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation CONSTRUED AS ACONTRACi BETWEEN BUILDER AND V)
OWNER. Table 31 Nailing Schedule;flood Framed Construction Manual 1995 SBC High Wind Edition,Page 110) � t n S OF
of sleeves and other penetrations prior to pouring concrete. JointDescn hon Number of NadS Spacing �•;;r.�1_ -p! 117'A
10- Install isolation joints along foundation walls and at column and other floor penetrations. -, �
j 9 P CO��r_ . �- o � 1 CODS
ROOF NAILING EVV I 1K S- - I F
11 - Installed contraction joints in the cellar floor slab every 18 minimum. t! _ r+
Rafter to Top Plate(Toe-nailed) 4-8d per rafter i :.� r'\
12- Foundation excavation is not to be back filled prior to the installation of the floor framing. Ceding Joist to Top Plate(Toe-nailed) 4-8d per joist A F{tI'IFiE� ,,y -,
r-'
Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d each lap !
Ceiling Joist Laps Over Partitions(Face-nailed) B-1 6d each lap S v
CAM
Framing Notes: Collar Tie to Rafter(Toe-nailed) 2-10d per tie t, ^ t -nT
Blocking to Rafter(Toe nailed) 2-8d each end ` v
Rim Board to Rafter End Nailed 2-16d each end
The contractor is to verify all measurements in the field and any discrepancies are to be brought to the
WALL FRAMING
attention of the Engineer prior to construction. TopPlatetoTotersec ons(F(Face
2-16d(1) per foot G(`
Top Plates at Intersections(Face-Waded) 4-16d foists-each side -----
Stud to Stud(Face-nailed) 2-16d 24"o c
Wood Framing Header to Header(Face-nailed) 16d 16"ox along edges
1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud �, ;e
Fb = 825 psi 3-16d per 2x6 stud AP TO�� S IM;
Fv = 95 psi 4-16d 4-16d per 2x8 stud
Fe perp = 625 psi Bottom Plate to Floor.Joist,Band Joist,End joist or Blocking(roe-nailed) 2-16d(1,2) per foot DATE: _' o;rED
#-- -
E = 1,600,000 psi FLOOR FRAMING FE
2. All Laminated Veneer Lumber is to have the following minimum specifications: Joist to Sill,Top Plate or Girder(Toe-naled) 4-8d per joist I L_ •` Ri
Fb - 2,900 SI Bridging to Joist(Toe-nailed) 2-8d each end N I Y 3 �' 4T
P Blocking to Joist(Toe-nailed) 2-8d each end '785-1802 i Til i F D ii fH E
Fv = 290 psi Blocking to Sill or Top Plate(Toe Waded) 3-16d each block FOLLOi+V1N �C S�' j T IONS:
Fe perp = 650 psi Ledger Strip to Beam(Face-nailed) 3-16d each joist
Joist on Ledger to Beam(Toe-nailed) 3-8d per joist 1. FOUND , �TW0 RE0iIRED
E = 2,000,000 psi Band Joist to Joist(End-nailed) 3-16d per joist FOR PC URED CONCRETEE
3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) per foot 2. ROUGH - FRAMING & PL IMBING
with the manufacturer's Specifications. ROOF SHEATHING 3. INSULA ION
4. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Structural Panels ad (Detail sheets-3) 4. FINAL - RUCTIO]N ,
UST
connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, BE CO S=TFOR C
straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. ALL CONS FRUCTION SHMEET THE
23 CEILING SHEATHING REQUIREM NTS OF THE ESOFNEW
5. All floor sheathing is to be /32inch AC type plywood, tongue and groove, with an APA span rating of48/24. Floor sheathing shall be glued and screwed to the floor joists (6" OC edges and 12 " OC field). Gypsum wallboard WALL SHEATHING 5d coo reI�' YORK STA>E. NOT RESSIBLE FOR
6. All wall sheathingis to be 19/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common P -� `� DESIGN 0 CONSTRUCTIOi` ERRORS.
� P P Yw Structural Panels ad � "ed 2^ Id� �
nails 6" OC edges and 12" OC field. •
Gypsum Wallboard 5d coolers 7 d e ie1�
7. Solid blocking is to be installed every 8 max or mid span of all floor joists with spans exceeding 8. a-
8. Double joists are to be installed below parallel walls. FLOOR SHEATHING
9. Blocking is to be installed at all point load bearing points. Structural Panels
10.Walls are to be framed with 2x6 inch studs spaced 16 inches o.c. unless indicated otherwise 1"or less ad
11. All joist and beam hangers and fasteners used on the exterior and in contact with pressure treated lumber (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wal
are to be Simpson Type 304 or 316 Stainless Steel. higher ear plates,
shall
nailingrequirementsaintaintloadparucturalmembersshallbe RETAIN STORM WATER UNOFF
doubled,or alternate connectors,such as shear plates,shall be used to maintain load path
12.All bolts, nuts and washers are to be stainless Steel or hot dipped galvanized. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be PURSUANT NT TO CHAPTE 236
13.All window and door headers to be (2) 2x8 with double stud posts unless otherwise noted on thses plans. reduced to 1-16d nail per foot OF
34'-0"
7,
8-CONC
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#10/10 welded wire mesh
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C? DATE:
9.16.15
4 POURED CONCRETE
• SLAB(3000psi)vv/6 x 6 I Final
#10/10 welded wire mesh
NEW YO
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101-01, 24'-0" 0 -Eo
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34'-0"
5'-0" 11'-0" 12'-0" U-0"
NEW 3)2 X 8 HEADER NEW 3)2 X 8 HEADER NEW 3)2 X 8 HEADER I G 2
O I Anderser TW 24310 \ Andersen TW 24310 Andersen TW 24310 f j
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2)4'-0-x T-O-ROLLING BARN DOORS
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PLYWOOD
SHEATHING
—.—.—.—.—.—.—.—.—.—.—.—.—.— \VHITE CEDAR SHINGLES (^^,
11 IT 11 1 1 11 11
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9.16.15
Final
24'-0" 10'-0"
AR-
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DEEP��o,A�r- SOUTH
REAR (FACING SOUTH) ELEVATION C.:) ELEVATION
; �s� � LEVATIO
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21
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