HomeMy WebLinkAbout43745-Z �o�g11FF0ikcpG Town of Southold 3/2/2021
y P.O.Box 1179
0
o • 53095 Main Rd
off. Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41865 Date: 3/1/2021
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 3293 Grand Ave,Mattituck
SCTM#: 473889 Sec/Block/Lot: 107.-1-10.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/20/2019 pursuant to which Building Permit No. 43745 dated 5/14/2019
1, 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:
One family dwelling with front and rear covered porches, attached two car garage and unfinished basement, as applied
for
The certificate is issued to 3293 Grand Ave Corp
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF REA LTH APPROVAL R10-18-0034 01-05-2021
ELECTRICAL CERTIFICATE NO. 43745 10-06-2020
PLUMBERS CERTIFICATION DATED 10-07-2020aloirfTast Plunping
Aut d ignature
Tf TOWN OF SOUTHOLD
o�suFFoc,r�oG
BUILDING DEPARTMENT
ME 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#: 43745 Date: 5/14/2019
Permission is hereby granted to:
Richards, Heath
3060 Wading River Rd
Wading River, NY 11792
To: construct single-family dwelling as applied for per SCHD approval.
At premises located at:
3293 Grand Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 107.-1-10.2
Pursuant to application dated 3/20/2019 and approved by the Building Inspector.
To expire on 11/12/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,340.40
CO -NEW DWELLING $50.00
Total: $3,390.40
Building nspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN BALL
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: Old or Pre-existing Building:. (check one)
Location of Property: _ v��_9.3 n-a., a v&vty' Aa G/<
House No.: ll// _/Street ,C� Hamlet
Owner or Owners of Property: l7�A �r a �t / CA',W(
Suffolk County Tax Map No 1000, Section 1,97 Block / Lot /0- 2-
Subdivision
b• ZSubdivision Filed Map. Lot:
Permit No. ate of Permit. Applicant:
Health Dept. Approval:, Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate:_ �/_ (check one)
Fee Submitted: $
Applicant Signature
so
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 117
Southold,NY 11971-0959 ® �� sean.devlin(cD-town.southold.ny.us
�°
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: 3293 Grand Ave Corp
Address: 3293 Grand Ave city Mattituck st: NY zip: 11952
Building Permit#: 43745 Section: 107 Block 1 Lot. 10.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. POB Electric License No: 4473ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic X Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 67 Ceiling Fixtures 44 Bath Exhaust Fan 4
Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 4
Main Panel 150x2 A/C Condenser 3 Single Recpt Recessed Fixtures 45 CO2 Detectors
Sub Panel A/C Blower 3 Range Recpt Ceding Fan 7 Combo Smoke/CO 4
Transformer UC Lights g' Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 6g 4'LED 1 Exit Fixtures 11 Pump 11
Other Equipment: Central Vac, Steam Oven, Hood, Cooktop, Fridge-2, Mini Fridge, Micro, DW, W/D,
Oven, Whirlpool Tub
Notes, New Two Story House w/ Garage
Inspector Signature: 5�7n � Date: October 6, 2020
S Devlin-Cert Electrical Compliance Form.xls
Town Hall Annex ' V Telephone(631)765-1802
54375 Main Road .� Fax(631)765-9502
P.O_Box 1179
Southold,NY 11971-0959 �Q Y
BUILDING DEPARTMENT
T(DVVN OF SOUTHOLD
f
CERTIFICATIION
Date: /06 / o 20
Building Permit No. 'q3 ) 55
Owner: Nta M Ric bar j s
(Please print)
Plumber: All Points Eas7 Pl um b;n A
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
R
lumbers Signal re)
Sworn to before me this ']TN
day of 0(-+o t r . 207-0
SUSAN A•RIZZO
Notary Public,State of New York
No.01816183459
Notary Public, c%!� G County Qualified in Se�arcounty 20
Commission Exp
U S0
�o��OF
* TOWN OF SOUTHOLD BUILDING DEPT.
'N
765-1802
INSPECTION
[%I/FOUNDATION IST ROUGH P.LBG.
[ ] 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: I ST f7b&4AM, ov_\/ O
l S11 I v 04Y h2-
DATE INSPECTOR
_J' Y
ho�aOE SOUlyo6
# # TOWN OF SOUTHOLD BUILDING DEPT.
`�courm, ' 765-1802
INSPECTION
[ ] F NDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND NP [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CA LKING
REMARKS: ,, ... 4a, 0 �-Jz-u
WveA (4�cb. U
\o- (
DATE �0 INSPECTOR
O�aOE SO(/T�o
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou�m ' 765-1802
INSPECTION
YF] UNDATION 1ST [ ] ROUGH PL13G.
UNDATION 2ND [ ] INSULATION/CAULKING
AMING /STRAPPING [ ] FINAL
[ ] FIREPL=ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]"FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOL TION [ ] PRE Cl
REMARKS:
DATE D ! INSPECTOR
6 o�a0f SOOI�oI
# # TOWN-OF -SOUTHOLD BUILDING'DEPT.
765-1802
INSPECT-10-N
[ ] FOUNDATION 1ST [ ] . UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY- [ ] -FIRE SAFETY INSPECTION
f ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]
-ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: SII ^ `l0
"OAA �� -0 1 Lio _�l M6
/ W�
(6jTV �kvl' i 0
4 h �c
L411 IOW6DATE � INSPECTOR
--
1
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
NSPEC ON
[ ] FOUNDATION 1ST- [ ROUGH PL13G.
[ r-FRAMING
UNDATION•2ND [ ] INSULATION/CAULKING[ /STRAPPING [ ] FINAL
[ ] FIREPLACE &CHIMNEY. [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]`°FIRE RESISTANTPENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: 0, 9SiV . a
r
DATE l a -- INSPECTOR
oF souTyo
# TOWN OF SOUTHOLD BUILDING DEPT.
`yco 765-1802
" INSPECTION
[ ] 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 INSPECTOR �?IeC
��q�q� = _ _
oF soulyolo
# # TOWN- OF SOUTHOLD BUILDING DEPT.
�� • i0
`ycoutm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL IV,6
[ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE
REMARKS:
ow
DATE INSPECTOR
�3 ho�� F OIyOlo
# TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
1 NS-PECTION" -
[ ] FOUNDATION ,1ST [ ] ROUGH PLBG.-
[ ] FOUNDATION 2ND [Vf"1 SULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
a S
AID
DATE INSPECTOR
hO�apE SOUIyOIo -
# TOWN OF SOUTHOLD BUILDING DEPT.,
courm,��`' 765-1802
INSPECTION
[ ]- FOUNDATION 1ST [ ] ROUGH PLBG.
["" ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[
]--FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O Heuse ¢ �
REMARKS: -
'c"ll
-A
DATE 120 INSPECTOR ;
Nsw Y,O'A',K,MrIGRO'UP B-;U.I,L D I N G
T£.0 N N.0 LO G Y
Affidavit Of 2015 IECC Compliance Date: 2/9/2021
Inspection Address: 3293 Grand Ave, Mattituck NY 11952
This is to Certify that on 2/2/2021 the above address has been tested in accordance with the provisions
of the 2015 IECC as amended by the 2016 New York State Supplement:
402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance
with ASTM e1827 and meets the minimum standard of: 3ach50
Conditioned Floor Area: 3233 Blower Door Test Result: 4.1
Conditioned Volume: 1 46879 Leakage in ACH50: ff 2.07
402.4.1.2 2015 IECC Compliance: PASS 11 "
403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by st con ruction
test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and
meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area.
System 1: Cond Base Leakage CFM@25: na Supply R-value: Return R-value
System 2: Cond Base Leakage CFM@25: na Supply R-value: Return R-value
System 3: Cond Base Leakage CFM@25: na Supply R-value: Return R-value
Total Combined Leakage: ICFM@25
Leakage Limit: T7 129.3 CFM@25
*** EXCEPTION-All ductwork and air handler is located within the building thermal envelope.
403.3.3 2 2015 IECC Compliance:
Signature of Certified RESNET HERS Rater: HERS CIA Provider:
Performance Systems Development
ter- 124 Brindley Street, Ithaca NY 14850
Provider ID#: 1998-072
Tom Baccarella Certification #3587347 607-277-6240
Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or
it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the
General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I
further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid
conflicts of interest with regard to its professional activities.
159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764
Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com
Rocket Insulation, LLC(367) Job Number: 4537997
65 Air Park Drive
Suite B
RONKONKOMA,NY 11779
Insulation Certificate
Insulation is installed in the structure described below as follows
Work Area Item Installed Bags / Sq Feet
8.4'x 200'SC15100C 1 5M IL Poly
Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop
Intumescent
Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop
Intumescent
F-SCIF4800500P Radiant Shield 48"Perforated
Ignition Barrier No-Burn Plus Thermal Barrier(Sq Ft per Gallon)
Ignition Barrier No-Burn Plus Thermal Barrier(Sq Ft per Gallon)
R-11 15"x 93"- Unfaced-Wood Framing
Basement Stair Case Walls R-13 15"x 93"-Kraft-Batts
R-19 16"x 96"-Unfaced-Metal Framing
2X6 Exterior Walls R-21 15"x 93"-Kraft-Wood Framing
Garage Exterior Walls R-21 15"x 93"-Kraft-Wood Framing
Basement Ceiling W/17" Insulation R-30 16"x 48"-Kraft-Wood Framing
Supports
Garage Ceiling w/17" Insulation Supports R-30 16"x 48"-Kraft-Wood Framing
Garage Ceiling R-30 16"x 48"-Kraft-Wood Framing
Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door&
Window Gun Foam 24oz
Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door&
Window Gun Foam 24oz
Attic Gable Walls SWD Quik-Shield 104 Open-Cell 6.5"R-24.05
Roof Rafters SWD Quik-Shield 104 Open-Cell 8.5"R-31.45
'Fiberglass blow has no settling factor for R-values
Job Name: 3293 Grand Ave, Mattituck,NY 11952
Job Address' 3293 Grand Ave
Mattituck, NY 11952
Date Completed:
Insulation By:
• /
FOUNDATION (IST) Wff,
------------------------
ROUGHPA M fill
1
PLUMBING
1
r' N
INSULATION PER N. Y-.
• i
STATE ENERGY CODE
ft"Jim
wil
MWA/1 r.
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 4 sets of Building Plans
TEL:(631)765-1802 Plamung Board approval�Jit-
FAX:(631)765-9502 Survey
Southoldtownny.gov PERMIT NO. Check ✓
Septic Form
NYSDEC
Trustees
1C.0 Application
v1' 744A74-
FloodPermit
Examined 20 Smgle&Separate q/
Truss Identification Form V1 A11,4—
Storm-Water Assessment Form
41q ,
Contact:
Approved 20� Mailto. /��h
Disapproved a/c y'D ��jY .$13 AlaC�r7� /C r /U�/
of 11 /7 Phone: ))6/3//- 7ZZ—3 0 d
Expiration— 20 C �l I (D�' _�SS 5 33�
Buil ' or
D
MAR 2 0 2019
PLICATION FOR BUILDING PERMIT
//
Date /U T!n a r>/ Z,�-20 /
INSTRUCTIONS
°y"� '? e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accura e p o p 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 Budding 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 i
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)
�2d g�x S9? g Wt Ye.-- ry y 11-)S7_
(Mailing address of applicant)
State whether applicant is owner,lessee,a ent,architect,engineer,general contractor,electrician,plumber or builder
G P arm J (',rib //
Name of owner of premises �1L� ?eW iir/5
(As on the tax roll or latest deed)
If applicant is ,� ature of duly authorized officer
(Name and title of corporate officer)
Builders License No. ,3 0_-2/0 -14
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which propo ed work will be done:m ,, C j N
3a9 3 ¥ tt� k 7T1 Jc y
House Number Street Hamlet
County Tax Map No. 1000 Section /07 Block Lot / 0 , 2—
Subdivision 4/44 Filed Map No. Lot
2. State existing use and occupancy of premises and intended use,anoccupancy of proposed construction:
a. Existing use and occupancyyi C(.1'/11 ZZLI L
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building ✓ Addition Alteration
Repair Removal Demolition Other Work
Sp c v v (Description)
4. Estimated Cost / Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units y Number of dwelling units on each floor
If garage, number of cars a
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N),4-
7. Dimensions of exi ti g structures,if any:Front /V A Rear N Depth !U A
Height JU Number of Stories/
Dimensions of s me structure with alterations or additions: Front /y/ ger NIA-
Depth ff/ Height 411 A Number of Stories /V/
8. Dimensions of entire new construction:Front I'3 9 Rear 915 3 Depth 70 9
Height 17-S Number of Stories /
9. Size of lot:Front pJs� G S Rear 3-2 SG Depth/ 2 4/ 2 ` � 2—
10.Date of Purchase / Z� Z°/L Name of Former Owner /�ft 04 q Crq z-Z
11.Zone or use district in which premises are situated /
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO V
13.Will lot be re-graded?YES NO /Will excess fill be removed from premises?YES NO
14.Names of Owner of premises I�k44 411"'d Address 20kly-iv•Q Q1G( Phone No. of
Name of Architect rLi 0hA.� 4'-h Address -0 d ti Phone No 631 S�Z 3 58�7n
Name of Contractor J- )'AS--haj'--,3--- Address 0 BOX A-Adr, ArPhone No. 63/ 7Zz 3
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 y
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
S
COUNTY O
�411---htlY S being duly swom,deposes and says that(s)he is the applicant
(Name of individualsigning contract)above named,
`1wy�
(S)He is the < -/11G�
(Contractor,Agent,Corporate Officer,etc)
of said owner or owners,and is duly authori rhe a said ork and to make and file this application;
that all statements contained in this plication iNLW0vVJD*an belief,and that the work will be
performed in the manner set forth in e 101019FIS vo B5067458
Qualified in Suffolk County 2022
Sworn to before me this
sion Expires October 15,
� day of e�
o is Signature of Applicant
J
�gF(Itr _ y BUILDING; DEPARTMENT- Electrical Inspector
TOWN OFSOUTHOLD
'a z� ��C 2 Town Hall Annex - 54375 Main Road - PO Box 1179
' "•' -,-,.�.aSouthold, New York 11971-0959
.,
.,,.,,Telephone (631) 765-1802 - FAX (631) 765-9502
� roAerresoutholdtownn rygov — sea nd a southoldtownny.pov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali Information Required) Date: 12/20/29
Company Name: POB Electric,Inc.
Name: Philip Buonomo
License No.: 4473-E email: pobelectric@gmail.com
Address: PO Box 376 Port Jefferson 11777
Phone No.: 516-250-6308
JOB SITE INFORMATION (All Information Required)
Name: Richards
Address: 3293 Grand Ave.,Mattituck
Cross Street:
Phone No.:
Bldg.Permit#: 43745 email:
Tax Map District: 1000 Section: Block: Lot: 10,
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Wire new house with a 300 amp service
Circle All That Apply:
Is job ready for inspection?: YES NO Rough In Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service Si1 P 3 Ph Size: 30' A # Meters 1 Old Meter#
,New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Lateral 1 2 H Frame/ Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION � Go
NIT
Request for Inspection FormAs T
Scott A. Russell °su p S'7['�0 R I��SMAT]ER,
v' t [ EN T
SUPERVISOR z I�ul[A\1�A\G]EI�v] J
SOUTHOLDTOWN HALL-P.O.Box 1179 Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 131971 01
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
®[j/ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ff B. Excavation or filling involving more than 200 cubic yards of material
.f within any parcel or any contiguous area.
❑dC. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑E2r D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
2�1erosion hazard area.
El F. Site preparation within the one-hundred-year f loodplain as depicted
1. 7 on FIRM Map of any watercourse.
$01 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'. Cbapter 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 wit�your Building Permit Application.
S.C.T.M. #: 1000 Date
APPLICANT- (Property Owner,Design Professional,Agent.Contractor.Other) Dlstrlct
��� �'aalf-A / 0-/ /0-L 3—/—/
NA. Section Block Lot
:»»» FOR BUILDING DEPARTMENT USE ONLY*"»'
Contact Information
Reviewed By: p
- - - - - - - - - - - - - - - - Date: -5'.�2-o � 7
Property Addres.5 / Location of Construction Work: — — — — — — — — — — — — — — -- -
-
nn
AP Ved for processing Building Permit.
�3 Uj d alit�w rmwater Management Control Plan Not Required.
�7 N`A/ �/o���� Stormwater Management Control Plan is Required.
(For,vard to Engineering Department for Review.)
FORM " SMCP-TOS MAY 2014
I
APPLICANT: S.C.T.M.": 1000 CHAPTER 236
(Pnvperry Owner,Desig�t Professional,Agent,Contractor,Otheri ��� —�— VS��
,� �d � �o.z Stormwater Management Control Plan CHECK LIST
NAME: section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
N'"Fd Date:
c The applicant must provide a Complete Explanation and/or Reason for not providing
all Information that has been Required by the following Checklist?
�gnaimr 1=M.bu•
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Here!
show all of the following items: If you need additional room for explanations,Please Provide additional Paper.
a, Location & Descri tion of Property Boundaries C
b. Total Site Acreage.
c. Existing-Natural &Man Made Features within 500 L.F.
of the Site Boundary as required by§236-17(CH21
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing& Area of Proposed Land Disturbance. CTIONS A
f. Existing& Proposed Contours of the Site (Minimum 2'intervals) Provide
Engineering
g. Location of all existing &proposed structures,roads, c i . OR ProvideEngip@er's Ce,
driveways, sidewalks, drainage improvements&utilities, at the drain ilStdiled ion
h. Spot Grades& Finish Floor Elevations for al existing& °Code.
proposed structures.
ocation of proposed Swimming Pool and discharge ring.
j. Location of ry osed Soil Stockpile Area(s). EROSION & SEDIMENT CONTROLS
k. Location of proposed Construction Entrance/Staging Area(s). Shall include but not be limited to:
1. Location of proposed concrete washout areata. A well Mnintainpd Crincftruction Entrance,
m.Location of all proDosed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing r
that the stormwater improvements are sized to capture,store,and Infiltrate
on-site the run-off from all impervious surfaces generated by a two(7)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 &Sediment Controls.
b. Construction Entrance&Site Access. 11,D
C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (eq.infiltration basins,swales,etc.)
****FOR ENGIN ERI EPA R E USE ONLY ❑ Additional Information is Required.
Stormwater Management Control Plan is Not Complete.
Reviewed & —- - - - - - --- - - - - - - - - - - - - - - - -
I
Approved By: Stormwater Management Control Plan is Complete.
I SMCP has been approved by the Engineering Department.
Date: 3
FORM * SWCP Check List-TOS MAY 2014
.f
TEST HOLE i APPROVAL OF STORM
WATER GEOSCIENCE 11/4110 WATER MANAGEMENT
DRAINAGE CALCULATIONS. CONTROL P
a. +,6, �. -To Code C 236
CONTRIBUTING AREAS. I.& =^MC ZNWWN LQCOL.) I �0• Date: 3 Zq /q
% Approve by:
9Y9TSM .o
PAN D ' SPUX4N \'OILTSAND COM> �(.JO 1/"•
ROOFING. 1,994 SQ.FT. {` Ay % �•
REOL D STORAGE. 15.0' VGRY rALG BROWN �� x� �� av YIN.Fo+cc roar
1,994 9Q.FT. x 0.167 x 1.0 Biro CU.FT. CREQ'D) PING MND cgw> �/L T WVWZM WM r ' .mow 14 1/2
rnl Y' u�iellwl
PROVIDE. / ` �� iLTES'cLS'm"""�1 �l 10.e•NM a�e a pa•�-ry Y�VN.�I�Q►O�
� �\V � � QIOIINO.MN. 1•'M10
NO O.W.
DIA x 9' DEEP LEACHING POOL
887.9 CU.FT. STORAGE (PROVIDED) `��•�. / -;
C" / � ooY.we�tm wL
SYSTEM 'BAN// )� w`OW
ROOFING. 2,597 SQ.F . SOP Z3.O�\
TI /
REQ'D STORAGE. / SECTION PERSPECTIVE VIEW
N.T.S. N.T.S.
2,667 9Q.FT. x 0.167 x 1.0 — 452 CU.FT. CREQ'D) / /
_490NSTRUCfION NOTES FOR FAYAIC.TED LILT FENCE
PROVIDE. / / / I. � I.a.a1Lm.DiNRL.To I[YR,o„ DRAINAGE INSPECTIONS ARE REQUIRED
(1)-9' DIA x 12' DEEP LEACHING POOL 7�2�60 / / II�.�D•[W%VAV J3:'�N�a� Contact TOS Engineering at 765-1560 befor
So6.9 CU.FT: STORAGE (PROVIDED) / / �=`a R 04"POT rjWWR w armm
} 5• ;v+� Iia Backfill, OR Provide Engineers Certification
9Y9TEM ACA / / / / / a yO _ O �� . that the drainage has been installed to Cod .
DRIVE. 2,974 SQ.FT. / �V .M L
REQ'D 9T0RAGE. `�
' fy grcr` \ DLT.ow«.vAovm
24' DIAMETER CAST IRON COVER,
2,974 9Q.FT. x 0.167 x 1.0 497 CU.FT. CRFA'D) • D��' p��c sY
PATTERN NO. .If-OR E=IVALENT
PROVIDE. - DSI FlNISHED GRADE FLOcxNART FOUNDRr Car1PANr
(1)-9' DIA x 12' DEEP LEACHING POOL O ` 1 0
PR1 "O EROSION &SEDIMENT CONTROLS DIA cPP (ADJUST
TO FlNISH GRADE)
- 506.9 CU.FT. STORAGE (PROVIDED) L,y\s r DIN.
D 6 COURSES R BRICK C AST KT0
Shall include but not be limited OR REI4'--W) PRECAST EXTET191oN
T,•
QYS v \1'a g�ef N O' P.C. REINFORCED SU1B
v e gc T.H. A well maintained Construction En
N� EL. 48.6' 1 Cpl \ SELECT GRANULAR 901E
PPe Wire Backed Sift Fencing, stabili i BACKFILL FOR PERIPHERY AND
I Or inac p. BOTTOM L.EACiUNG
Seeding of exposed and/ (SEE NOTE)
IZ'1'1L%IMVM
�' WRAP WITH GOT (HIN.)
NONWOVEN go (FIFABRIGEOLTILL'
OOr���cpT -ALL WALL.SMALL E IN OF
1 \ Ply
IN
NOTES. 'p 1 �% ig
_ ___
ro
SITE INFORMATIONGROUND WATER
FROM SURVEY PREPARED G�I�
BY JOHN GALLACHER LAND SURVEYOR Z SiSRED q9
4'-O• MIN. - EXCWING A•d1L (SE WITH
LAST DATED DECEMBER 26,2017 1 P ��I\ PRD M C% '•y/� DRYWEL.L DETAACCEPTABLEL AIL N+OT TO SCALE TERNOTE)
ALL
LCT NUMBERS SHOWN ARE FROM MINOR SUBDIVISION MAP `
L.F.4CNING SOILSTRUCTURES
AS QED D THE PLACED
ENGINEER.
IN THE EVENTPOOR LEACHING MATERIAL 19 ENCOUNTERED,
PREPARED BY OTTOVAN TUYL LAND SURVEYORS EXCAVATION 19 TO BE CONTINUED TO SUITABLE MATERIAL•
AND APPROVED SY THE TOWN OF 9OUTHOLD / ` BACK FILLED AS DETAILED.
PLANNING BOARD ON FEBRUARY 14,1q56 y
MIC-AL Le-ACI-IITW POOL DI=TAtL
TOPO BASED ON A99UMED DATUM
*IN LICU Q O0'1G A O' TR.•IPPIC
+2o.o' EXISTING SPOT ELEVATION , s�'9 41861elARING aavoe TnAY ME 6kX561 Tura-
\ W`�! NTa
TAX MAP L •a MIN.
DISTRICT 1000 �-� -[ STORMWATER MANAGEMENT PLAN
SECTION 107 O [ PAVenorr
IXMTIMG
BLOCK 01 �? \ FOR THE
Lor 10.2 ` .. . .. .. a,
GROUND J 'IGLO./I
.. .... RICHARDS RESIDENCE
eM�tf...BLC
222ChS COrrlDwy
AREA. 106,102 SQ.FT. 0+� SITUATE
(2.4859 AG.) 1 A0;
• ; Ad MIM. Z
MATTITUCK
,yf RICHARD M. MATO o• •• zc
:=•=•: :• IrnIN- alv'cloJr TOWN OF SOUTHOLD — SUFFOLK COUNTY, N.Y.
A R C H I T E C T — SGALEs I" INCH NN GO' FEET
P.O.BOX 2284, Aquebogue N.Y. 11931 i b PREPAREDI 3/14/1q
(631)523-5879 email:rmatoarchitect@gmail.com
TEST HOLE APPROVAL OF STORMWATER MANAGEMENT
McDONALD GEOSCIENCE 11/4/10
DRAINAGE CALGUL�►TIONS� EL. �e.c1 CO�R®I'P T ®de(�
-� ®
CONTRIBUTING AREAS. I.a DARK BROWN Loan (oL7 O r• ®ate: Z9L
���
�� ¢• Approve by.
SYSTEM fAf 5. BROWN OILTr SAND (OM.) /f, D �� •&/
ROOFING. 1,094 SQ.FT. r 5 % �•
REQID STORAGE. yp
IS.01 VERY PALE ORO♦Y'1N x�� � a•'YIN.rolef Fofr
O
1,094 SFT. x 0.167 x 1.0 316 CU.FT. (REQ'D) FINK SAND
(SPI WOVOI WPM 1`04=(YIN. 14 1/2 owuoE
T YwIL•'YQN FACING)
��I��N • YON FwgY• 10.0'yy(,G 1•'YIM.IENp�►08iL
PROVIDE. G wml mYrw etal.l ov�l p•rypl
OROUNfY1N. 1• INro
_cov
DIA x 51 DEEP LEACHING POOL �3
337.9 CU.FT. STORAGE (PROVIDED) $ i��•�3 // A COYFACfm foL i
SYSTEM •Bf C Ile/ )� Y1N•�IIRO ww xn •' O' �E
ROOFING= 2,607 SQ.FT. (zOAP 00,
a
REQ'D STORAGE. a r// SENT ION PERSPECTIVE: VIEW
5.
2,557 SQ.FT. x 0.167 x 1.0 - 432 CU.FT. (RFA'D) / / / CONSTRUCTION NOTED FOR FABRICATEO SILT FENCE
PROVIDE. / / ,.wovfN�.+f�$rl�how FAsram.[CYIRLY To.[NCE Po DRAINAGE WSPECTOONS ARE REQUIRED
I —01 DIA X 12' DEEP LEACHING POOL �0 / / ' 14isa"�"xw"f�YiRrw' "Pwi`r`o"r a.�i°c 1c"'e"wM"`•"'a
N / 1NW11`y" °'ovu�w►1D rWir� 'ole° o1N ama nlcY g
C ) 74.2 Contact TOS Engineering at 765-1560 befor
306.9 CU.FT. STORAGE (PROVIDED) IN°c wLT nN •fl'I•L Backfill OR Provide Engineer's Certification
} gly� fORq�pI1� that the drainage has been installed to Cod .
SYSTEM 1G" / / $ L� L� �' '�OR Y NwRCWOOD°-
DRIVE. 2,974 SQ.FT. dl=III x.
w� ouAL
REQ'D STORAGE. �' —- - �� `\ Qscrwflnc.TcolwYw"ci mei�w ovco
2,974 SQ.FT. x 0.167 x 1.0 497 GU.FT. (RM'D) gPg Volk
IG 24• DIAMETER CAST IRON COVER,
PROVIDEt A \ / 1 ND
FINISHED GRADE PATTERNRNO.61128 OR EQUIVALENT
(1)-51 DIA x 121 DEEP LEACHING POOL $ ( C (ADJUST TO FINISH GRADE)
PR°Py [EROSION &SEDIIV ENT COh\9TI8®� Is• DIA CPP
Ea06.9 CU.FT. STORAGE (PROVIDED) wE r nIN.
o g'� COURSES OF BRICK(MAX. I'-O•)
Shall include but not be limited OR REINFORCED PRECAST EXTENSION
8• P.C. REINFORCED SLAB
GO P��O�gE T.H. 1 A well maintained Construction En ( T e SELECT GRANULAR 901E
Wire Backed Silt Fencing, stabili BACKFILL FOR PERIPHERY AND
Pe I
i BOTTOM LEACHING
gam' sig Seeding of exposed and/or inactd (SEE NOTE)
I]'MwxIF1UM
W A WRAP WITH 6- (MINNONWOVEN )
\ £�-Tt',`T�}R�-�`�-\ I ®4•®
(FILTER FABRIC)
ILS
ALL WALL SECTIONS t TOPS
9 SHALL BE SET IN A BED OF
(
MORTAR
POO.�YafY''
G
NOTES •p \. /��tg ro. x2�
GROUND WATER
BY .JOHN GALLAGHER LAND SURV
SITE INFORMATION FROM SURVEY PREPARED \ ZO1 c rF1E®� ^ 2'_0• MIN. - ExcAV arloN a BACKFILL WITH
EYOR ` ♦ ��rJ�G �c ACCEPTABLE LEACHING MATERIAL (SEE NOTE)
LAST DATED DECEMBER 26,2017 ` �y`• � A\r.-`pF1 44. -ol
�A DR1'14ELL DETAIL NOT TO SCALE
NOTE-
ALL DRAINAGE
LEAC14INGSOILS AS APPROVED B THE MUNICIPAL BE ED IN ABLE
NICIIPAL ENGINEER
LOT NUMBERS SHOWN ARE FROM MINOR SUBDIVISION MAP IN THE EVENT POOR LEACi(ING MATERIAL Is ENCOUNTERED,
PREPARED BY OTTOVAN TUYL LAND SURVEYORS
AND APPROVED BY THE TOWN OF SOUTHOLD \ . EXCAVATION 19 TO T w CONTINUED TO SUITABLE MATERIAL•
PLANNING BOARD ON FEBRUARY 14,Iq56 BACK FILLED A9 DETAILED.
TYPICAL L AC.#4IWw POOL D1=TAIL
TOPOIBASED ON ASSUMED DATUM
\ "IN LIW Or DOI'fE A OF TRMrIG
+20.01 EXISTING SPOT ELEVATION ` SJ`� 041861 MOANING COVEN MAY MO «,saTlnrr®•
OL- NTS
TAX MAP U1 ` fa nIN. L NEW
DISTRICT 1000 �-� m, STORMWATER MANAGEMENT PLAN
SECTION 107 O ` r PAVlMIIrf
onanNG
y FOR THE
BLOCK RICHARDS RESIDENCE
rILTDi ••
1 olmTlraG� cLonl r+wNrweLe
GROUND
l� (OtTIONAL)
AREA. 106,102 SQ.FT.
SITUATE
(2.4365 AC.)
• f0'1'IIN Z
GR b MA TTITUCK
RICHARD A MATO x�o o �`
[ "' IY M1N. ply'�Q,T. TOWN OF SOUTI--IDEM SUFFOLK COUNTY, N.Y.
A R C H I T E C T - scALl== III INCH - 60I FEET
P.O.BOX 2284, Aquebogue N.Y. 11931 PREPARED= 3/14/1°1
(631)523-5879 email:rmatoarchitect@gmail.com
I
SURVEY OF LOT # 3
SITUATE
MATTITUCK 9
TOWN OF SOUTHOLD I
SUFFOLK COUNTY, NEW YORK
MAP OF MINOR SUBDIVISION e 0 100 '
CONSISTING OF 4 LOTS a��on1%E1%-011!1
PREPARED BY OTTOVAN TUYL
LAND SURVEYORS,GREENPORT N.Y. /D���y/S� ■ = concrete monument set
APPROVED: FEBRUARY 14, 1986 l/ V
BY THE TOWN OF SOUTHOLD
a
PLANNING BOARD c
Do
SCTM # 1000 - 107 - 1 - 10.2 = '
AREA = 106,102 Sq.ft. now orf umann �'�
2.45 Acres. jam�ee�neum nn m �ant 3
km►chae%ttuma�n 577►6' ni
��
taxa ne OF WAY y
ani
Vacant L,+ RICgT _ -d '
i ulPole �° f�u tient
v /
�
x
l)( m OFWAY
30
o° _ r
V72°21'50"E 513.h
223.00' over m
SEP 2 7 2019 N72°21'50"E 219.41
u/pole Z
® c
1301E
6 ,23
x H
spike set 102.681 y
f a7 Z 25' RIGHT OF 11' Y in tree 2330'W CA
ti
1 y G1 N I y72°21'50"W C 22 59' S 98.99' iA Vacant O �j O'
c„ ((
o
o fa
`p
12j: U1 �a lot# CD
4 g e a
ovm) 0
9' m Qms. o
vacanto N
gravel 239 O o
drive I Z4Z.9' ', w 46 (I Ito
CDT lot#1 i� ' `! H = CID,
m
N� 1 S °
S W
iyi I � Ch7 5�
w C N 4 eV\1 (( ( y
Ii� c<etBt noovaa a¢de�a ty ( ( 7
ocan
aepo mac{tt
I m tp°°
vacant y oy1 s y
51
lot#2 k l W 3 w s�
V b
N51°49'30"E N I rn
1 a OF NFL
3
+. aobat. � � 01A0� "♦
487' 7 21 v �(1 Jr
D n in tree found 2 ' o�913p11 �f{oc ehar rty
6690 �SA3 �Y �Q' 1�C' .,LC'4E,
—1 551 Jefp�a a-at ae`e�a ,(
\�'AY chain Ink fence �� 1�
1 /490'+- ��"
�OF achain hnk 5¢fence hnk r
�, 0 4'north 23.95' 0,, fence
C) ,�„o O •T chain ICek
no &south ~' Q
T •'W �1! fen ort 3.West O
S64°35'10 y�,OOP g 07'north n.urN°RaE°uTER.na+°R�, ,TO, s„RYEY 0
OLL j1 D= sFo �5008�����.
oETws smvEruw narRE.wNCMELnnO�RYEroas
moo senLaa ENeossE°sEusNluNorsE cwsmERmro EE
.Yf)D—Y CU.R�NTEESOR[ERf6ttinatl M DNEREON �A s
n DLE oaYrONEPEREONfORWNONMEARYE sPREPWE° ND
ON ws eER,us ro rNErmEcamnm covEwwwaL�cEncr
sTmmw usrmNEREW r..mroME.<°crrEEs
OcrNE LENwnc'ETO aN cOWumEEs oR�RnEiaiwNSTaE
NOTTR.NSiFR�GROUNOOIRONILMSONpN5g5UB NOT JOHN GALLACHER
°WNERS°noERCRa.m 1�� �P0.ELo< aN��Nm
Rrn1 GU —OR NEMsuA 4suBwR SESn°mss UPDATED SEPTEMBER 26 ( ) LAND SURVEYOR
°E°°RNm°UANNREEDUMESR 9O.LLY 2019 hse. fnd. under construction
EwtOENr oN THE vRE"ises•YnFnNE ocrNE suavEr MEmvstr 1
sNONN NERC011IRONMESRNONRESTOMEPROPE40Y
UPDATED)APRIL 8, 2019 (prop. structures) 59 FLORENCE DRIVE
l
ooLs c�nos Runnnc,wEicmm�a+sToeuam+esilmoma,
CONSRiUOTION NOCERTIEC.1roNISYA0EA5TOMEEnsTENCEOR REDATED-,OCTOBER 81 2010 MANORVILLE N.Y.11949
N Ecf E.sENENf50RPoctRSOIFFECI"G n65
°RPRO—THE LO —OR R.Po—
-C „ .N —--- SURVE)'E.7: SEPTEMBER 1, 2009 (631)-874-0400
'SURVEY OF LOT # 3 SUFFOLK COUNTY HEALTH DEPARTMENT ENDORSEMENTS
�.� SITUATE
MATTITUCK NOTES: BUILDER TO PROVIDE
TOWN OF SOUTHOLD * ELEVATIONS IN ASSUMED DATUM. * 1 - 1,500 GALLON SEPTIC TANK.
SUFFOLK COUNTY, NEW YORK SUFFOLK COUNTY DEPARTMEIN T OF HEALTH SERVICES
*TEST BORING AS PER MCDONALD 1 - 8 ' 0 x 16 DEEP LEACH POOL. 0 100 ,
MAP OF MINOR SUBDIVISION
CONSISTING OF 4 LOTS PERMIT FOR APBRO':'AL OF CONSTRUCT]ON FOR A GEOSCIENCE DUG 11 I 04/ 10
* 1 - 8 ' 0 x 8 ' DEEP DRYWELL (D W.A)
PREPARED BY OTTOVAN TUYL SINGLE R®@r?II.Y RESIDENCE ONLY
LAND SURVEYORS,GREENPORT N Y. * PROPOSED HOUSE TO HAVE ■ = concrete monument set
APPROVED:FEBRUARY 14, 1986 5 BEDROOMS * 2 - 8 ' 0 x 12 ' DEEP DRYWELLS. (D.W. B & C).
BY THE TOWN OFSOUTHOLD DATE H.S. RE . SIO. l�ZL 0a3Y 0
PLANNING BOARD * 1 - POOL DRYWELL. 0
I APPROVED GtQ,
SCTM # 1000 - 107 - 1 - 10.2 1 FOR MA(IMU Or-.-- BEDROOMS erly <o
AREA =,-106,1-0, ' now of funtan" z;g
con
' Y vain euman" found j 3=
& y�— & 0
UPI FROM DATE OF APPROVAL ath►eenneuM monum `°
9§� ml to 3 neumann 577.78' m w 1'n
of tai ON V AY —
1t� ��n��
P3\r1cu�S� A ,13�I fl vacant z�, gICK =� -- - °frri
roa
M - ° ��" 'trete
d= ulp/olleyDM�°"� m�°u aent
toun
� S a 54 5'elv :/ ' ,,� , 1VAY 'I
0
elv 35 9' N72°21'50"E 53 3' N61°23'30"Ei� s-_`- °'^"head woes �, rICIiT Or 513.82 Z to � o
223.00' / �D•�° over 2� o i m
TEST BORING _ _ N72°21'50"E 2=9.41' -/ � -
u/pole Z - - ��^�° o rFC •y
ELEV=48.6' A a"--- �° —o-- _ --«� °z3,3p„E I
o'. elv 39 3 °N” spike set elv rI61 68' h, H
Qi —� 25' RIGHT —0 iWA7^in tree 53 9' 10 ' 30'^N � y
3
S72°21'50"W ! 226.49'
Sri.
9899' to t 7 01
Dark brown loam en 'N IA o ;� elecpse,v vacant p i
OL' :86, cn proposed f° e oof ver tp �Ot#4 H , y
O I A lPl/2 story ,,°—r°o �p�/5' j op n Irorch O � �I I o � n�i o
frame house �Qarage min 1 mm
m 127.0' i/,a, a 6+,, 0`" ��o m 4 o
vacant 'I m\
Brown silty sand gravel prop,drive O f E m A6Z39 m 3
drive tJ gas 1zaaas' W g ca
SM lot#1
110.0' a N m
�� II ptoposede—,W_� a m aaNI H N o
4 �i well Proposed , ;z U I m t0
(150'min to waterline a -L ®test O)
i� leach pools) \ b� boring ca p
Very pale brown R�F ., I.a L�\.� e elv=48 6' I o
fine sand �' oo�a �@_
SP ter Une(s) � Be Insp % TI Off' proposed w 930E Jaea"ti I
Suffolk County Dept. Of He- �I ,rv''=s pool � o N51°4 ei\y I 1 1
' C 852-5 01-3, 48 $�ourS iI I , vance CA of to \eha", AI 1 y
NO WATER ` O Schedule l �$i � a elv 281' to nom a•de a\eta I o
'o, c\doo'a C'%
d
ENCOUNTERED vacant R - 105• `"f°"" sea" N,
lot#2 I W 35 w P m
V W 11
N51°49'30'E Cl!) I rn
\ 31.89'
/
4B7,+. va°a"+ D 01 A0� F
ei\y 6690 7 £SA3 � Q°�� tt� e�
D nan found c49Y30••� of iae hexa
in a 20 1° \ a n� 'B +, I�+� � �®� C�'
–1 q fence 20 0' S5 V%0- a',. e\ V
y OF I`A chain link 490'+ \ aeooimai,tti d r`�i 1�1��s�1L
y N64°35'10"E Jr� RIGST chfenctin
ek Sean FINAL
C / ro 0 4'north S51° . 0 &ain
i a+<
2395,
WB 3�
'N"o W chfenaek north&vleslh
o� S64°35'10' OOT RO o7'north EN.°TH°R�zMD R"DON DR IDmIONTOTH156URVEY 03
1) C'_1OL=ON°F =ON,}OBOFNE OMSt.UEUW
\11\/ NOT T c°v�Es°f 1w55VRVEYRMN°TBEARWCTHE UN°SURVEYORS
LL INREO SEKdi ENBOs5E NOT8 NOTBE VN4°EREOTO S
V "RK°EES OR CERIiRGDONS WpGYED NEREON
"H—RVNONIYTOIHEFERS°NFONN'HO4THESURVEYISPRE D
` "N =G8EHKFTOTHETRLE CONPKry OOVERNMENfK"OENCT �/ ��V-
A I\ OF THENENDINX uno"us ON
=TO HEwsac EEs e�q
""�` RABETO" """�50"��`""°"_"� UPDATED: AMIL 8 2019 (prop. structures OH HER
KWSIRUIIIXISIXi SUBSEDVpIT
"DwnERS NNDERDROUIID URRiEEANO FDIELDGRDNEMENDT ' (p P• ) J
Fit °�""""T�E"�'"�`s _...""`"��'°` . REVISED : MAY 15, 2018 (s.c.h.d. info) LAND SURVEYOR
EV pN RUNRECORDEOMEnOi OUMMTEEDUME55 RIYSiGLLY
THETNEO ESURVEYTHEOFSET
°'"�"y°"="°""° °""� REVISED : NOVEMBER 8, 2010 (s.c.h.d. info) 59 FLORENCE DRIVE
LwEs NtE FORA SPEOFlOPUAP05£N9 VSE THEREFOREME NOT
POOLS pTOOUiD NEREYTONOFFENCES RET"MINO WKIS
=°"m° a "°"E�"°° ='°E '°"°_""°°"E" REDATED: OCTOBER 8, 2010
^wl�"„°E,�*°TMEE��EN��R MANORVILLE N.Y.11949
ENrs az wcHrsoF.w"r"FFEcmD Tws
°NPRO<CON °EDFE" sDFE�ENENTSDRaDH=DFW"°� SURVEYED: SEPTEMBER 1, 2009
RECORD ME SHOWN HEREON ONLY ff COAESOFTHE WSTRUNExrs '�
"RERR°,ry,EOTDTHE SUNYEYDR (631)-874-0400
'l} SUFFOLK COUNTY HEALTH DEPARTMENT E11DORSEMENTS NOTES :
SURVEY OF LOT# 3
SITUATE * BUILDER TO PROVIDE :
MATTITUCK SUFFOLK COUNTY DEPARTMENT OF 14EALrH SE9VICEs
TOWN OF SOUTHOLD PC`t�l�Yi F� sPPRCvA,Ot' �%CNSTRUCT`'DN AOR A * 1 -1500 GALLON SEPTIC TANK
SUFFOLK COUNTY, NEW YORK S1�ds s€a �l:i�91E�' EESI � I'C` �'�� * 1 -8 ' DIAMETER X 16 ' DEEP
LEACH POOL v o'
MAP OF MINOR SUBDIVISION 1 2 f
* ELEVATIONS IN ASSUMED DATUM
CONSISTING OF LOTS DATE I , �s° Nil° ��O ��� <
PREPARED BY OTTOVAN TUYL I 0 100'
�� ow or form a n *TEST BORING AS PER Mc DONALD ° m
LAND SURVEYORS, GREENPORT N. Y. PItiDVlwta
APPROVED :FEBRUARY 14 1986 � nam¢5"¢°roman^ GEOSCIENCE DUG 11104/10 c,ete 3
' D�:MAXIMUM iie �D _ �F.E3e�4t3M5 Kath,eenneumann m�o110ent N�c
BY THE TOWN OF SOUTHOLD tj
L eeu N ■ = concrete monument set
PLANNING BOARD �e�PIh�S �YEAI°sS FRO ®�� ® �I�P�® A� m►�ta�a — _ 5TT.Ta' m wo
- m RI
ratt
SCTM# 1000 - 107-1 -10.2 �aean 'RD'pp' mpPunt
Ge
AREA= 106,102 sq ft / 'i p�R� GR� Ate \1i fours
2.45 acre ! ��5:'R� WpY I I
0
head
Iv.
wires 5, R1G1tS OF 513 61 ? o I rn
jely.=53.3' s"` ever h 2 �0
o _I
1161°�3'3 Iv.- 4:5' o
2 �E"
"
_-{
I�"2,,.a,;SBILine(s) MUST � Inspected % N72°21'50"E
f p 23.10 "
—SUOI� COU� ®���. ®f Health 61g'
am 6
POL0I�
a
en rCtlf852-5-009 $ Hours In Advance WAY lv.=5
oAv.= . 25RItree
' a
TO Schedule In 101(6) 26.59' 98
to2---------
--------- -
N �
Na proposed \ _posed°/ I m I 20
well X150' `gyp _.5 pr�s�sg�e septic l Q°
WELL=LA I!�UST BE � �I �w\p,se AsIMy�.-gy �y/��•/ gq,gy,, ��gq���/py��gq@�� m d16,/rtl �60 .��.i g®Y 9 �T�J 1La'9 .Gt de CL M
\ I5 T' 6�''17 Z y�futuie fn 7 (D
'195' .9' �1,P
127'+-- 40. I, /� I N �
vacant gravel 40•'4 fe 128'+-
test boring drive I I proposed house ��:4• ,��, �^ w o I ,� m a
lot#1 N (6 bedrooms) N 13 s•"70 N �S q
T
IN I t33•�ta o• / ' ® I AI
elv.=48.6' / I I ly
_--- - 1.
Dark brown loam OL '�
122I proposed POOL--�_ / N �y
Brown silty sand SM I=I 20' x 50' fIU cc 30„� ,1011.
--------- 4'
I %` test ' � N51°p9 ��y, e<\`1
/ `®4, E°rte
bori dg ' yr o< aeteh rarity I
1-n elv ci 48.6' elv.=28.1' ete nos
a,`1r \ete
c°n°t m°nt aep mac
Very pale brown I �J O 'Irrl gears I
fine sand SP
vacant < I 351 ” I
r17' lot#2 W w
t70 w r
6.yd
No water encounteredN °j Ao tl
N51°49.30"E
31 89' 1 JaGar�
48T' 2T 2
Ni Rye<``1 ty gCf
tonna o�9,3p'• o"°r de01'a ao11 - F Q
\ nad tree ,' Srj`1 r ra 2• ae� ��. '
F chain encs 490'+- elv.=2
Q gean�c.. ��� �ONN�
WAC� •®
\ Y hn
/ chain 101— \
\ 25, RIGHT fence S51'49" 011w chat,link
1 Z A64-3510"F 0 W north 23 95' fenpe \
N l
p,ine
C w chain link north S1.south �^1
0 a. fence n 0.3'West
oS64°35'10"W OY gOAD 0.T'n°`t"
vV0
RC-3EMED 6000
� D S��
1 i11GALLACHE
2#--'-I .FHS �YCf CES i LANDS SURVEYOR
.�" REVISED : MAY 15 ':018 ( HEALTH DEPARTMENT INFO )
L 4 i.�•��,..'�� L��'S-:.��r r J I�T��Cni<-+ 59 FLORENCE DRIVE
2 - — _`ter 4 REVISED : NOVEMEER 8, 2010 ( HEALTH DEPARTMENT IN MANORL'ILLE,N.Y.11949
REDATED: OCTOBER 8 , 2010 (631)874-0400
SURVEYED: SEPTE ABER 1 , 2009
SURVEY OF LOT # 3
SITUATE '
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
MAP OF MINOR SUBDIVISION NOTES: 0 100 '
CONSISTING OF 4 LOTS SEPTIC SYSTEM LOCATION:
PREPARED BY OTTOVAN TUYL A B
LAND SURVEYORS,GREENPORT N.Y. *S.C.H.D. REF# : R10- 18 -0034. SEPT.TANK : 27.5 59 ' ■ = concrete monument set
APPROVED' FEBRUARY 14, 1986
m
BY THE TOWN OFSOUTHOLD -SEPTIC SYSTEM, DRYWELLS, & UTILITIES LEACH POOL: 25 ' 71.5 '
PLANNING BOARD ARE AS PER INSTALLER. @0
SCTM # 1000 - 107 - 1 - 10.2 formerly =o
AREA = 106,102 Sq.ft. "owes�euma an" °°"cme;,t m m
2.45 Acres. James
eumann `"f°"d zt ��c
mttaraeneuman" 677.7a' n+
Nv H
OF wAY 4Po
Vacant
`- =t°a- �° ooncrete
d=- uIP°le i Monu,nent
SUFFOLIL COUNT'DEPARTMENT OF HEAD H SERVICES � —� «�`""—� � 1 � found
A®PF2C5V�11 C? GC��:�TR°JCTED k'�JCR.I�S FOR - — _
N72°21'5x0"E x161°23'30E� — / °""t head es 2�, gIc>Yr OF 613.62.' Z c �wxy
4 0
A SINGLE Ff' -LY RESMENCz 223.00' /" °� ove rri
rO® Nt72—°21'50"E2021 u/pole io®Zt� A m
N H
w"_°,.x_a"
Np — — °23,30L,E n ' y
The sewage disposal and water suppoy facl.itiea at this location have been o g � x161 w
F ,- 11 6, L5'W RIGHT d" OF \VAS" sin treet 102'8$' � H
inspected arts/or cartiFled b this Cepast eiyt cL clxr agencies and found to _� — -- 561°23'30'W N
sa9isiaoto F®Ft A 11MUM kX BEDROOMS. ,p r21'So'W — /0 22fi.:9' 98.99 a vacant � �r ! 7 a
be a N15 6'0 x 111
�� tp
f ,p o' ; underground ' _—A2'deep #A q
Ia elec Ime�J mm -d w. rA lot 111 o k d
�rY• r 5 4fis��a r °i °9 tsJ it O a - —
.J ' $ Well /
',10�.i tagc i dant � i � m ;�� � o B 104.9` � k
A d O
_ a�
0
�. §Z, 08'0x
vacant gravel
I 141.9' *�\+ o� Go Bddw m p8239 /II
CD
lot#1 it. water \R 1 �` �! m H a
ue line o
m� ^F 5, �.��. p 1,500 gallon ,A 0 7
I 0 min septic tank o I rti to
O dg,0 ne
4 dee 8 0 x x 16'deep w a
Z' oolp 12'deep leach pool 1 1 0 =�It �� I/I�p �'(J�
7 dw dw rV rn
d 41ECOE2ED
iyi l � !b p930 E �laGant �' 47
10 I o�tottnhanri
ky2-370
ncle a"t noo a s aeaeletnan� 1 1 DEC 15
mo o�^d aeon ntacCtc
I t Sea
vacant y' m >' �;`-•i o'�c
3y1 N r. SUFE.a-,�U.illtAt_i 9 e L.�hrtt�l,o
I0t#2 pt'`1p I,,, Yv a� � �.re�T9IRi'�^�oaa�-A^^4�1rO-
�
N51°431. 9 C12 - V
31. s N
cant � t 1A�K�
e�
Coca SAS 0 9 ��
asr
D nail found 27�1' 551°a9,3p„N1 now oa ae eha tH of �Q' N GAS 7�
in tree •
1 NAZ chain link fence a90'+. aeao \t<'New
y 1'9�
Sl or anm * ) 4
Z N64°35'10"E L3� gI(i chain lin Se I
C fence 551° s' 0' chaenlenk a t
N 0 4'"O�h 23.95' fence
(� c �O -T chaen link on line
664°35'10"W X11! 7'north nOp 3'west J
o ,■ 07' a�,mranaeo uTeRAnoRwwwnareTonas 9muEr
ll` �s�TOQY wI°unoR°F grnw rine ac raw YausrAn uw �� A
V� eoR�esoriwssuRYLrwrRmeEArm1oT�LArmaavErau OAC
ATO A os o-`UM- EgS. UPDATED: JULY 13, 2020 (septic Sys, drywells, &utilities located) F 0084
ARANfEE90R CERMGTbRSOdAG.nD REREW O
SHALL ROR ONLYTOTNE 14RSIX1 FORNHON iRE SIrttYEYISRiEPAF�T1
/� �EEE"A'°T°T�TR,>= AM°°'°°°'�°� UPDATED: SEPTEMBER 26, 2019 (hse. fnd. under construction) l J
AµNO�ENOrNG NMR11nOR LLSiFD„EREO„AIIDTOTHEAs90REFS
T \ NV T„E LENOwe wsrmm GUARANTEEs°Rernemuna,s ARE
../ l\ �FERAaLE,°AmR°RA"=nnR°R��SE°�^ UPDATED: APRIL 8 (prop. ) R
ITI „DRi„,ER°Rom SER�F�EL�An��E� , 2019 ro structures
VIA G ARAR}EFII EAEE B sAROM 5 ESURF E s ROONREs
„ R°E°°RRRE „°T�°ARAREE°REss�eY REVISED : MAY 15 2018 (s.c.h.d. info) LAND SURVEYOR
°1McEM 0„T„E GRENrgSIRTHETME OFT+E svRVE'/nrE OFF'ET 1
I`1\/ ONN I�FEW RiON 1HE::fRVCN!¢ GREAPR0,4RlT
u„;E„ E,G---SCF Am- RAEFOREAJiERm REVISED : NOVE=MBER 8 20 ( ) 59 FLORENCE DRIVE
EO,°O��OEIHEERECTOROFFERCET.—DW°Y,A� , 10 s.c.h.d. info
Ls RAnos,FLARnsOAREAs.w°mansTo suao°+cs"rm anrER
�EasFR�°R REDATED: OCTOBER 8, 2010 MANORVILLE N.Y.11949
Cn-QISiER°�OF EA�vENfS tle We„fsOF WAYAFFELfoVOTUS _
'E..AR"E`°`"nONS��COFrESOFTRE"MWSURVEYED: SEPTEMBER 1 2009 (631)-874-0400
RO ARE SRONM emiEON ONLYF REMs
ARE pROvmEDTOn1E bVitYEYOlt 1
SURVEY OF LOT # 3
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
0 /501
SUFFOLK COUNTY, NEW PORK
NOTES: SEPTIC SYSTEM LOCATION: WELL LOCATION: LOT COVERAGE:
• S.C.H.D. REF# : R10- 18-0034. A B C D • DWELLING&GARAGE, SLATE STEPS, MAP OF MINOR SUBDIVISION
SEPTIC TANK: 27.5' 59' 81.5' 113.5' SLATE PATIO, CHIMNEY& FIREPLACE=4,821 S.F. CONSISTING OF 4 LOTS
PREPARED BY OTTOVAN TUYL
SCTM # 1000 -107-1 -10.2 • SEPTIC SYSTEM, DRYWELLS, &UTILITIES =(4,821)/(106,102)x 100%=4.5
AREA = 106,102 Sq.ft. ARE AS PER INSTALLER. LEACH POOL: 25' 71.5' LAND SURVEYORS, GREENPORT N.Y.
2.45 Acres.
APPROVED : FEBRUARY 14, 1986
■ = CONCRETE MONUMENT SET BY THE TOWN OF SOUTHOLD
PLANNING BOARD
Z
vZ
00
�o
m�
zo
<A
00) oic
T' v m
(N 1 577 7$' �naete � <
O I m foufdnt /V Z C
V y
dirt road
�O
OW OR FORMENN — ulPoie G)m
N NEUMA 2 _ -
YOX-ENNEuMANN __��_ .�- ovm con ate
M1 HAENE.VM NN ---dirt �d�` uIP— ®_�OMtd�-over bead touf+d
1A?` �� -
ON -+
O
w OHW o>
N 61°23'30N E rod - ulP�e W—ptivo"r head wires V�1'y 513.62
a
dirt �-pHw__®� I?fGff�►1
OVA'N
N 72*21*50"E 219.41' / -�Pnie_00— "O
HOUSE DETAIL wpole - _---- -—- - o"w_-__� - ` ►\I
din road oNrl P k Set E y il�l�
SCALE: 1 IN = 30 FT ® a� nez°W"es oHw -oHw------O.-__—OHW - OHw -OHW oHw wore O"w In ree N 61°236g�
slate N 72021'50" E 223.00' 102• '11
step roof over 25 ' RIGHT m OF WA Y
area sl to step c electric 61°23'30"W fin J
C well w o QL
S 72°21'S0"W m m m,226.59' S / ti O
8.1'ti1 v. 47.7' a y v sbne
_O 4.2' 2.0 c y
W - state m
N P •e 5'min step n O' I
e ° m aT roof / 2
�0 4� area sl a Step / #4 N
CD W m 2.0' A LO? f ' O
0) o O 167 4 to edge j �/f- a.
z J A
y 17.0' �'B Ira �ofieachQP�) am W v� O
v m 3 N a `"° `°� 0 Y
4 CD (0 t v /y _ a Zq " m
_ �v \
O(D y Ip ! m�" 104.8'�
- 8.6' 0) Q 3.0 \ �„ 3 nr e B m D Z
v (p inL
N 143.3' "", !y o m` 'o c m° cean; O / N x ,'O
3 III _� N _ �m! m g m g a. t 8'0 x 8'deeP��' v, . p t , m W�
Qn ,... N O m mm m m9' 9 2 Z
\�O �' M_ 9\ 7 m '"-� fp 3`� drywell / 00 3 m O
CD fv (D'++ (Q o a�I °^o� m c walk �g2 c� O �7
3t— _ / y
glt.DO
3.0
Q) kn
in t7 o0 3.0' Ly v • °W V y G7
V(p U) —CD N N ! m.fDc mm om m'o\• Of D D ZI
n�
N O�' +a N O s.r a m� driveway 2 O ° trn vv m
— � 3A m0 ♦�
0 to 15.7 W (D l.o v� Q, Aj 2 TJ
3.0 0 CO)p LOT#1 G, F WL
1.0' (D< r ^p D 1,SOOgatlon q1 -
a Al O
13.5 1.0 o to N O n min
well well septic tank c� m
D o A- 1 8'0x4'deep 8'0x12'deep 0 c
area pool drywall drywall 6'w x 16'deep
area well leach pool
well a ' j I
00
Ix
0 'r N MER�.t f:
'� I sRo 151-1 vP &F\05
0040
S
a m
V m a
N Al �
LOT#2 Cn 3 w
o w v
4 + ��
�y A
3 g�3 s A�
21�1. $ y1 669 m
chain link nail found I 0
fence in e
\ 0.4 n • a
chain link fence ` \`rKt
/ 490'+" o(OVA�, F
chain fink o3
ence
chain fink fence o •
5'10"E ��t WA S 51°49'30"W (� m
fit 64 3 1<ray TIT Ol 23.95' `l1
1 lT 11
o f OF
C g 64°35'10"W �j
No f
OD 'ROAD �1
�7
APR - 7M21
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY
0 /V
IS A VIOLATION OF SECTION 7209 OF NEW YORK STATE LAW �
COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS
INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE
t `` GAC
P GUARANTEES OR CERTIFICATIONS INDICATED HEREON � O�\ �qjC
SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED '
A VALID COY GU d '-
AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY
AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES
OF THE LENDING INSTITUTION.GUARANTEES OR CERTIFICATIONS ARE I NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT
OWNERS.UNDERGROUND UTILITIES AND POLE LOCATIONS ARE NOT OQ
GUARANTEED.EASEMENTS AND/OR SUBSURFACE STRUCTURES 00
c
RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY v v�
EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY.THE OFFSET V O A N
DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY JOHN
LINES ARE FOR A SPECIFIC PURPOSE AND USE.THEREFORE ARE NOT
INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS, AL
POOLS,PATIOS,PLANTING AREAS,ADDITIONS TO BUILDINGS AND OTHER LAND SURVEYOR
HER
CONSTRUCTION.NO CERTIFICATION IS MADE AS TO THE EXISTENCE OR
59 FL RENCE DRIVE
NON-EXISTENCE OF EASEMENTS OR RIGHTS-OF-WAY AFFECTING THIS
PROPERTY.THE LOCATIONS OF EASEMENTS OR RIGHTS-OF-WAY OF FINAL SURVEY: MARCH 8, 2021
MANORVILLE N.Y. 11949
RECORD ARE SHOWN HEREON ONLY IF COPIES OF THE INSTRUMENTS
ARE PROVIDED TO THE SURVEYOR. SURVEYED: SEPTEMBER 1, 2009 (631) -874 - 0400
REScheck Software Version 4.6.3 .
Complia nce Certificate
Project. Richards Residence
Energy Code:.`.' . 2025 IECC
Location: Southold, New York
Construction Type: :Slingle-family
Project Type; New Constructlon
Conditioned Floor-Aeea: 0:ft2
Glazing.Area, 19%.
Climate Zone: ' . 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site:;, Owner/Agent: Designer%contractor:
Grand Aveenue: Richard Mato Architect
Mattituck,NY 11952 .. R.O.Box 2284
Aqueb6gue,.NY 11930
' . 631-523-5879
rm6toarchitect@gm'aii.com.
trade-offCompliance: Passes using UA
Compliance:`8.7%Bettef.Thah Code' MaiArriurri UA 'S50':� Your UA:. 562 Magirriurn SHGC:-0.40 YourSHGC: 0.31'
-The%Better or Worse Than Code Index-reflects how close to compliance'tie house Is based on code trad&off'rules.
ICDOES NOT provlde an estimate of energy'use or cost relative to a minimum-code home. '
Envelope. Assemblies.
Gross Area
Assembly or Cavity Cont. 1.1-Factor UA
Floor-I::All-Wood Joist/Teuss:OVer Unconditiohed Space 3,233 30.0 0.0 0.033'. 10.7
Ceiling 2:Flat-Ceiling or Scissor Truss 2,258 30.0 0.0 - 0.035 .79
Ceiling 2 copy 1:Cathedral Ceiling 975 30.0 0.0 0.034 -33
WaILl:Wood Frame,.16"o.c. 2,556 21.0 0:0 0.057 114
Window 1:Wood Frame:Double Pane with Low=E 491 0.300.: 147
SHGC: 0.31
Door 1:,Solid. 64 0.340 22
P PP P P 9
• .Compliance Statemenf:. .The:proposed building design described here is consistent,With the building;plans;specifications;a.nd other '
calculations submitted with the ermit a lication.The pro osed buildin has _ meet the 2015 IECC're-guiremenfs In '
REScheck Verslon:4:6..3 and to-comply with the mandatory requirements Ili �' pectioh'Checklist.
�tA A 3 is
Na e-Title Signatur14,
Date
O a .
a^-
N9 �11861
�FNE1IV
Project Title: Richards Residence Report date: 03115/19
Data filename: C:\Users\user\Documents\Architecture\Richards\Documents\Richa'rdsi Res check.rek Page 1 of 1
2015. IECC Energy
Efficioncy: Certificate
Insulation .
Above-Grade Wall. . 21.00..
SelOW-Grade:Wall . .0.00
Floor .36.00.
"Ceiling/.Roof. 30:00
Ductwork(unconditioned spaces);.
Glass& Door Rating LI-Factor SHGC
Wtnilow �0.30... . .
boor.,
CoolingHeating &
Heating System:.
Cooling System: :.
Water.:Heater:
Name: :: . . Date
Comments
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 sC7A x
Southold,NY 11971-0959
-A
BUILDING-DEPARTMENT
NOTICEOF.UTILIZATION OFTRUSS.DLTXIG..ONSTRUCTION..PRE-ENG_INEEREQ--.
WOOD CONSTRUCTIQN JNDOR�TIN,�,BER C:ONSTRUC`I'ION'
Date.
Owner:.
Location of Property: J�y'-3 �'' V�'�
p rtY�
Please take notice that the(check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction(TT)
Pre-engineeredwood construction (PW).._
Timber construction (TC)
in the following location(s) (check applicable line):
✓� Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing(FR)
Signature:
Name (person submitting this form): /a.-R, 10%G4ara ,
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
GENERAL CONSTRUCTION NOTESt GENERAL FRAMING NOTES, MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR 4 EXTERIOR STAIR NOTES= Q/ A
I. ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SMALL BE THE SOLE V�
FOR ONE 4 TWO FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 5/" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR, ALL STAIRS SMALL BE IN
STATE, ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL DOUGLAS-FIR 3*2 (NORTH) WITH AN E- 1,400,000 PSI AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301,3, R301.4, R301,5 INTERNATIONAL RESIDENTIAL CODE
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION, C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF %" FOR WOOD FOR ONE 4 TWO FAMILY DWELLING5 (2015 EDITION) AS ADOPTED
ALL BUILDING CODt5 AND REQUIRE{TENTS SHALL 5UPERCEDE THE DRAWINGS 2• ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING BUILDING DEPARTMENT NOTES :
\N. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. BY NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIO�g WHETHER OR NOT INDICATED.
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-O"
MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314.3.
2. ALL CON5TRUCTIO WITHIN THE 130,MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MAXIMUM RISE - 7�"
FOREST AND PAPER ASSOCIATION (AF4AP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A,1.5.C. MINIMUM TREAD DEPTH ( NOSING) - 10"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MINIMUM NOSING PROJECTION ON - �/�" CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER.
MAXIMUM NOSING PROJECTION - Q4"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES= MAXIMUM NOSING RADIUS - q/16"
A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (COX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST
4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOF5 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES, AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE 501L OR CONCRETE.
REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOF5 MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. VERTICAL SURFACES. I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL WANDRAIL5 AND
WHERE POSSIBLE, h 1
GUARDS SMALL BE THE 50LE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL DO KN/OT PR IvEEb YRmITH o
S. ALL ELECTRICAL WORK SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, FRA!01NG UI TIL SU�V"Y
5, DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, P512 AND R301,5 DESIGN CRITERIA: I C, a FOR ONE 4 TWO FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL � '
DOUBLE FLOOR J015T UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SMALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF OF FOUNDAT aU LOCATION
STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE,
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS HAS E
CONTRACTOR SMALL PERFORM ALL ELECTRICAL WORK. SPECIFICATIONS. H LIVE LOAD 40 PSF: -
2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS AVING
6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF APP 4VED AS NOTED 0 6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30"
BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-O" O.G. WHICH EVER IS LESS. U
�-1
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR NIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSF 5'
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. WIND LOAD l3O MPH DATE: g,p•# S W
7, PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND I
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-O" O.G. VERTICALLY UNLE55 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR FEE: BY: W U
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES+ NOT I BUILDING DEPAR ENS` AT Q F---1 C7 <
WORK, SQUARE FOOTAGES: 765-1802 8 AM TO 4 PM FOR THE 0 O
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY
8. PROVIDE 50LID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL GENERAL WALL BOARD NOTES: 1, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, FOLLOWING INSPECTIONS: n/ M Q RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, �� �� F-I-1
CONCENTRATED LOADS AS REQUIRED. o. ONE IN EACH SLEEPING ROOM, 1. FOUNDATION - TWO REQUIRED
b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE O�
WEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I, PROVIDE 3s" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND FOR POURED CONCRETE
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS UNLESS NOTED L BOARD PROVIDE 5/8" MOISTURE RESISTANT VICINITY OF THE BEDROOMS. �v
2, ROUGH - FRAMING & PLUMBING
GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL 3, INSULATION
rr
q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. 1 st FLR. LIVING SPACE: = 3,233 s.f00
-
RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE COATS OF SPACKLE. 4. FINAL - N �MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE, ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE BONUS ROOM: = 375 s.f. CONSTRUCTION MUST
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. s ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL BE COMPLETE FOR C.O. p ono
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE /a° CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLE55 NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS TOTAL: = 3,6OS s.f. ALL CONSTRUCTION SHALL MEET THE U
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLE55 3• PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL, GARAGE: = 605 s.f. REQUIREMENTS OF THE CODES OF NEW H a
SHOWN UNLE55 NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALL5 AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT COVERED PORCH: = 153 s.f, YORK STATE. NOT RESPONSIBLE FOR
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE COVERED TERRACE: = 492 s.f. DESIGN OR CONSTRUCTION ERRORS.
II. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, TECHNIQUES 11, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS, NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
' SEQUENCES, PROCEDURES, SNORING, BRACING, 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. �
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND AT ALL INTERIOR WALLS COMMON TO GARAGES
THE INTERNATIONAL RESIDENTIAL CODE FOR ONE 4 TWO FAMILY DWELLINGD .(2015 EDITION) COMPLY WITH ALL CODES 0i=
5. PROVIDE ONE LAYER OF 5/8
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR AS ADOPTED BY NEW YORK STATE AND THE AF 4 AP 2001 WOOD 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
' APPROVED FIRE RATED GYPSUM WALL BOARD WITH THE PROVISIONS NEW YORK STATE & TOWN CODE
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. OVER ALL HEAT PRODUCING 'EQUIPMENT AT ALL UNFINISHED AND OPEN
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE HOUSEHOLD FIRE WARNINN THE RESIDENTIAL CODE OF NEW YORK STATE AND THE G EQUIPMENT PROVISIONS OF NFPA 72. AS REQUIRED AND CONDITIONS O
12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH BASEMENTS.
ACTS OF ERROR OR OM155ION BY TWE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SMALL BE APPROVED TREATED THIRTY 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONING CLASSIFICATION: -�fiIeEeT-eftzP- W 5UB-CONTRACTOR5 OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
YEAR MATERIAL. GENERAL GARAGE NOTES, DWELLING SMALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; { y�q{. �qy���}{"�� %I I
JllUlfl'�JL� IVVVIYf L/11VIy1ftCTL7Vr1Lli
13. ALL DECK JOISTS SHALL BE ACQ AT ib" O.G. AS PER PLAN. THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. ZONE -
GENERAL EXCAVATION * BACK FILLING NOTES, 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC `S6UWL&TBVRMSTEES [-"{
ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/4 HOUR FIRE RATED 5. PROVIDE AN APPROVED AND L15TED CARBON MONOXIDE DETECTION SYSTEM
OVER
PAPER ON 3/4" EXTERIOR SHEATHING OV
I. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PROVIDE ASPHALT ROOF SHINGLES WITH �"�`�•��+�. T _/
ERR FELT OVER 60 MIN, GRADE 'D' BUILDING H RAFTERS AS PER THE PLAN AT I6" O.C. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE 5UFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN HAVING JURISDICTION. �1
• BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE, O Z
UNDISTURBED VIRGIN 501L WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS, PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF OCCUPANCY OR
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. DrAINAGE INSPECTIONS ARE 32QllIREQ
THE DRAWINGS AND SPECIFICATIONS WITH AN A55UMED DE51GN BEARING GENERAL LIGHT, VENTILATION * HEATING NOTES= „s, C ninnnr• -1560 before
CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF 15, TYPICAL ROOF CONSTRUCTION J. IS UN Backfill,OR Provide Engineer's Certification rTl
THE CONTRACTOR TO VERIFY THE ACTUAL 501L BEARING CAPACITY OF THE SOILS a. PROVIDE WOOD ROOF SHINGLES WITH 60 MIN, GRADE 'D' BUILDING PAPER ENERGY NOTES, th^tthe drainage has been Installed to Code. w
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 3/A" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING WITHOUT CERTIFICATE
AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF ++t� Ca,
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START 16 TYPICAL EXTERIOR WALL CONSTRUCTION VENTILATION SMALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN OF OCCUPANCY ��``�`'`'C'I.,AOA�DIIVG REQIJIAED r u^
WORK WHERE THE TEST INDICATES A 501L BEARING CAPACITY OF LE55 THEN ONE ct, PROVIDE 51DING AS PER ELEVATIONS OVER 60 MIN. APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING, SUCH OPENING COMPLIANCE TO THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF O
GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 NEW YORK STATE. ]'^
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE SMALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY ` 1'
WALL STUDS ACCORDING TO PLAN AT 16" O.C. WITH BATT INSULATION PER CONTROLLABLE BY THE BUILDING OCCUPANTS. `/
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PLAN, 5/5" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS. 2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND LIST OF DRAWINGS W W
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b. EXTERIOR WALLS- NOTCHING AND BORINGS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF TWE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
(2015 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS '^ /
FROM THE ARCHITECT. I, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS.THE MIDDLE I/a OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 E =CTRICAL
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE OF THE STUD LENGTH SHALL NOT EXCEED 26% OF THE STUD DEPTH. 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE SHEET A 1 GENERAL NOTES INSPEG 1®N REQUIRED
TES+ SOLE RE5POSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS O
REQUIRED HEIGHT. II, BORED MOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NO
THE EDGE OF THE HOLE SMALL NOT BE CLOSER THAN 5/8"TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS
3. NO BACKFI" SWALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION I, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL SHEET A2 FOUNDATION PLAN
EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE "VAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
STUD DEPTH WHEN STUDS ARE DOUBLED. . L DESIGNED AND CERTIFIED BY A
PREVENT DAMAGE TO THE WALL, NO BACK FILL SHALL BE PERMI'r�-Eo wtrHlN A TEST OF ASTM E Igg6 AND OF ASTM E 1886 AND R301,2.1,2 OF HAVING JURISDICTION ALL SYSTEMS SHALL BE N N
2
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CRO55 SECTION THE INTERNATIONAL RESIDENTIAL CODE FOR ONE 4 TWO FAMILY DWELLINGS NEW YORK STATE PROFESSIONAL ENGINEER.
L SHEET A3 FIRST FLOOR PLAN
C. PROVIDE 2x6 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLE55 NOTED
CONTRACTOR SHALL BE RESPONSIBLE FOR AL DAMAGE TO ALL CONCRETE WORK, d.:I(2015 EDITION) AS ADOPTED BY NEW YORK STATE UNLESS NOTED OTHERWISE SHEET
H U�t r,TH
E ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF " Cl" dOQ `
A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS 514ALL BE A OTHERWISE. BY EXCEPTION TO R301.2.I,2. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET SHEET A4 BONUS ROOM PLAN nd ductwork
3'
MINIMUM OF -O" BELOW FINISHED GRADE. d. PROVIDE 2x4 STUDS AT I6" O.G. FOR INTERIOR WALLS UNLE55 NOTED OTHERWISE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2016
5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING NEW YORK STATE ENERGY CODE. �„ �stlnr;IrequirCd. [-1
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM 2 ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE F'�1
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. INTERNATIONAL RESIDENTIAL CODE FOR ONE 4 TWO SHEET AS ELEVATIONS W E--+FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE.
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END.
g. FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR J015T ON GENERAL SWIMMING POOL, HOT TUB SPA BARRIER NOTES= SHEET A6 ELEVATIONS " V C//
1
GENERAL EMERGENCY ESCAPE >t RESCUE NOTES,
?��u� roR,nde 1VIan>aaI� O �BOTH SIDES OF THE HEADER,
GENERAL CONCRETE NOTES= 1 EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER 1),1 and S as per P In. LINTELS SHALL NOT BE LE55 THAN, APPENDIX G OF THE RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED SHEET A7 SECTIONS ��'.C. �Itarl',�y Gods O
BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE
I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE I, THREE 2x10'5 FOR SPANS UP TO 7'-0' PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
I1, THREE 2x12'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE INTERNATIONAL RESIDENTIAL CODE FOR ONE 4 TWO THE CODE REQUIRES,
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE. P4
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. 501L DESIGN BEARING i, BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2. SHEET A8 STRAPPING DETAILS
A
PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE w
ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SMALL BE ADHERED TO-
2. CARRY ALL FOOTINGS TO A MINIMUM OF 36"BELOW GRADE ON TO A FIRM INTERNATIONAL RESIDENTIAL CODE FOR ONE 4 TWO
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. J. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS 5WALL o. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FIN15H FLOOR FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE.
NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 I-QLARE FEET
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITHI REBAR AS SHOWN IN CROSS 1, (I)-2x6 (FLAT) FOR UP TO 7'-0" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24". PLUM,3ER CERTIFICATION ��tio ARCy,TF
SECTION. THE FOOTING SMALL BE POURED CONCRETE, 51ZE AS INDICATED ON THE II. (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LE55 THAN 20" ON LEAD CONTENT BEFORE ��pp`tvl M,1 OC'j
PLANS WITH #5 REBAR IN THE LOWER 1/5 OF THE FOOTING PER FOUNDATION k, PROVIDE 1" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3 CERTIFICATE OF OCCUPANCY � T
WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR �L n
WALL GRosS SECTION. SOLDER USED IN WATER
1, FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET,
4. (1)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. TO WALL WITH y,"(P DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL 4 SUPPLY SYSTEM CANNOT
n JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL EXCEED 2/1 a OF 1'% LEAD. rr,l 5. %,"0 DIAMETER X I6 LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM
OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. m. PROVIDE GIRDER PER PLAN ON 5Y,"O DIAMETER STEEL COLUMN ON POURED HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE ,
PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE U41
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. INTERNATIONAL RESIDENTIAL CODE FOR ONE 4 TWO ST
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE.
7. DAMP 4 WATERPROOF FOUNDATION WALL WITH SPRAY-ON
WATERPROOFING BY RUB-R-WALL OR EQUAL.
ALL-PLUMBING
PLUMB1,t�G;
WASTE,=.
8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON &•WATER LINES NEED
UNDISTURBED SOIL OR A" THICK COMPACTED SAND TO C15% RELATIVE DENSITY. T i INN BF-50RE COVERING
r •
q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SMALL
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P51 AT 28-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION
STRENGTH OF 3,500 P51 AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TOf
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL IM exterforliLglittnue" No. Date Title
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE kintalled,replaced or REVISIONS:
CONCRETE VOLUME,
r,^p.^_ircd��t^ll oonfosm
10, ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. to Chapter 172 Drawn By:
V- the;�o«m Cod- R r l"
11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI
318 AND ASTM C1157 REQUIREMENTS.
Date: 2/26/1 q
12. ALL CONCRETE STEEL REINFORCEMENT 514ALL BE NEW BILLET STEEL
CONFORMING TO THE LATEST ASTM A-615 GRADE 60.
Drawing No.:
13. CONSTRUCTION JOINTS IN THE CONCRETE SMALL NOT BE PERMITTED
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
STATE LICENSED ENGINEER,
14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
HORIZONTAL.
OF 8 SHEETS
38'-IOy2" 12'-5y2" 11
3'-0" 2'-0" 5'-11" 2'-0" 3'-0" 5'-0" 5'-6"
I r III
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N SCALE: %q"=I'-O" I . L (TYPICAL) 1
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Date:
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i BONUS ROO" 375 S.F. ,� x
I N � NYS Code i I
No. Date Title
TOTAL LIVING AREA 3, G05 S.F. I m to I (2)-IHi4"xg'r2" L.V.L. L. HDR.
FIRST FLOOR PLAN -- ----------- I REVISIONS:
f
GARAGE G05 S.F. N _
SCALE: %4"-I'-O" I LINE OF DORMER ABV. I ry
COVERED PORCH 153 S.F. I 4"m STL. COL. I I I Drawn By:
COVERED TERRACE 4012 S.F. I W12x35 STL. GIRDER
0 o I - - - - - - - - - - - -� = — Date:
' 2/25/iq
(3)-2"x12" CONT. HDR. \ I — —
Drawing No.:
TW210510 TW2 0510 TW21o510
2'-3" 3'--q" 4'—O" 4'-O" 6i_On 6'-5y2" 6'-2y2" 6'-2y2" 7'_5' a 7,-0u 5'-.2" 51_gl/2"
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BON U S ROOM
No. Date LTitle
SCALE= kV-0—O"
REVISIONS:
Drawn By:
R 1'-'f M
Date: 2/26/19
Drawing No.:
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No. Date Title
Huuuuuju uuuuuuuu I I I I I I I 17�IT17Y�-T'T i _j
STONE VENEER f IL REVISIONS:
T— —1 I I I I I I I Drawn By:
Rr�trt
— T — � - BASEMENT — I I I I f I I Date:
2/25/1 G
STEP FOOTING UP
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MAX. IV.2H � �
RIGHT FELEVATION (NEST) L � - - - - - - - - - - - -�J— � - - - -1C � - - - - - - - � - - - � — �
SCALE= 4"—V-0"
OF 8 SHEETS
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II I ( AW281 I I I ( I AW281 I I I I I AW281
� - - - - - - - - - - - - - - - - - I �- - - -i I I I- - - -� I I I- - - -� I � Drawn By: RI„(f„I
- - - - - - - - - - - - - - 1 Date:
I I I I 2/25/1 G
BASEMENT —I — I Drawing No.:
LEFT ELEVATION (EAST)
I I
SCALE: 4"—P-0" A6
OF 8 SHEETS
5-I
AS (3)-Is/q"x14" L.V.L.
RIDGE BM.
2"xlO" R.R.
12 12 @ 161, O.C.
10 TYPICAL ROOF CON57. 10 F
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SELF-ADHERING "MOISTURE GUARD PLUS" 12
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10 @ 16" O.G. 2"x10" R.R. @ 16" O.G.
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SILL SEALER
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11 "
PLWD. 5BFLR. 2 16" G. 12 3/q" AC EXT. PLYWD. SHEATHING
}{ / 2"xl0" R.R. @ I6" O.G. V1
AS r2"x5" C.J. —�4 2"x8" G.J. L�
O = FLARE ROOF @ [roll O.G. @ [roll O.G. r�1
Q INSUL. AS PER H R5 CERT. 5-2 a
r
T.O.P. A8
T.O.P.
TYPICAL EXT. WALL CONST. (3)-2"xl2" HDR. (3) 13/q"xII7/a" L.V.L. HDR.
le" LONG RED CEDAR PERFECTION (3)-2"xlO" HDR. (3)-2"xl2" HDR. ALIGN
5 SHINGLES, / S FASCIA
EXPOSURE O
30** BLDG. FELT UNDERLAYMENT �-
5/8" EXT. PLYWD. SHEATHING _ J
=t 2"x6" STUDS @ 16" O.C. 1 U DINING ° Q:E°ARCyj
R-21 KRAFT FACED FIBERGLASS O
O BATT INSULATION _ _ - J STUDY "ALL KITCHEN ROOM -6' cPPo M. Mq�o
5/8' G.W.B..B. PORCH �
o
= 3/4" PLWD. 5BFLR.
• m 1
TJI 360 x 117/8" F.J. 5-4
SPLIT SILL @ 16 O.G.
" A8
ROUGH I57 FL. ROUGH 157 FL. S 04186'\ y0�
T _
T.O.F. --
�� i I I—I�II�I1�I—I � . :. -1 I I=I�1=1 I I•.�.
=III—III III—IIIIII—III INSUL. AS PER HERS CERT. SPLIT SILL
•-: III=-III=1 I �'• ' I I—I i o Z
' BASEMENT
•'. III=i
COMPACTED FILL
4 P.C. S WW LAB l�l/ GXG, 10/10 . .I"1,
" OVER VAPOR BARRIER TYPICAL FDN. CONST.
10"xG' P,C. FDN, WALL W/ No. Date Title
(2)-2s5 RE-BARS T4B REVISIONS:
T.O.F. (2)-2"xG" TREATED SILL 1E AS NOTED
SILL SEALER
TERMITE SHIELD Drawn B
5/6"(P x 12" ANCHOR BOLTS W/ 2"X2" STL. y
WASHER @ 53" O.G.
WATERPROOFING
10"x20" P.C. FOOTING W/ Date: 2/25/1q
(3)�5 RE-BARS
S E C T I O N Drawing No.:
SCALE: %4" =P-0"
OF 8 SHEETS
INSTALL "SIMPSON NAILING SCHEDULE 1"IINII"IUN ROOF LIVE LOAD5
STRONG TIE" LSTA (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION)
RIDGE TENSION STRAP 16" O.G. FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B
BY SIriF,50N STRONG TIE TIES @ EA. END WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS
1 1/4" X 15" 20 GAUGE WITH OF HDR. FOR ONE- AND TWO- FANILIY DWELLINGS 2015 EDITION TRIBUTARY LOADS
(4) 8D COMMON NAILS EACH I N
AREA IN SQUARE FEET
O FOR ANY 5TRUGTUR L
' a JOIST DESCRIPTION NUMBER OF NAIL5 NAIL 5PACING
MEMBER
e
HEADER AS NOTED N ROOF SLOPE O TO 201 TO OVER
V
RAFTER FRAMING 200 GOO 4.00
o ROOF RAFTER cm 161 O.G. DOOR OR WIND Rafter to Top Plate (Toe-nailed) FLAT OR RISE LESS THAN 4 INCHES PER FOOT
AS NOTED Wall height 8 Ft. 3-8d?# ?$
o g per rafter (113)
Wall height CI - 10 Ft. 4-8d?# ?$ per rafter 20 16 16
o Ceiling Joist to Top Plate (Toe-nailed) RI5E 4 INCHES PER FOOT (1,5) TO LESS
�� -- --- Wall height 8 ft. 3-ed?# ?$ per joist THAN 12 INCHES PER FOOT (III) 16 14 1A
Wall height q - 10 ft. 4-bd?# ?$ per joist O
ROOF RIDGE RISE 12 INCHES PER FOOT (III) AND
Ceiling Joist to Parallel RoFter (Fore-noiled) Roof Spin (ft.) GREATER 12 12 12
_ 12 20 28 36
3:12 Roof Slope @ 16" o.c. 5-I6d 8-I6d II-Ibd 14-I6d I � 1
4,12 Roof Slope @ 16" o.c. 4-I6d 6-16d 8-16d II-Ibd each lap 51PIP50N BEARING PLATE �•/
5:12 ROOF Slope @ 16" O.C. 3-I6d 5-16d 7-16d q-16d each lop BP 3/4 MINIMUM UNIFORMLY D 15TR I BUTED LIVE LOADS � c U
7:12 Roof Slope @ I o.c. 3-16d 4-I6d 5-I6d 6-I6d HEADER AS NOTED rJ
q
R I DG STRAP :12 Roof Slope @ 16" O.C. 3-16d 3-16d 4-I6d 5-I6d ON PLANS (IN POUNDS PER SQUARE FOOT)
12:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 3-I6d 4-I6d W ,
Ceiling Joist Lops over Partitions (Face-nailed) Roof Span (Ft.) I USE LIVE LOAD Q �l
12 20 28 36 THREADED ROD >"' F+
TYPICAL DETAIL CM II EXTERIOR BALCONIES 60 �! U
EXTERIOR HEADERS 3:12 Roof Slope @ 16n o.c. 5-I6d 8-16d II-16d 14-I6d HOLLOW LOAD DECKS W W
4:12 Roof Slope @ I6 o.c. 4-I6d 6-I6d 8-16d II-16d each lop II BEARING COLUMN 40 Z
N.T.S. 5:12 Roof Slope @ 10 o.c. 3-I6d 5-I6d 7-16d al-Ibd each lop ATTICS WITHOUT STORAGE 10 W
7:12 Roof Slope @ 10 ox, 3-I6d 4-I6d 5-16d 6-I6d ATTICS WITH STORAGE 20 H � U
ROOF RAFTER q:12 Roof Slope @ I6 o,c. 3-I6d 3-I6d 4-I6d 5-I6d �'1 � Q
121l2 Roof Slope @ 16' o.c. 3-I6d 3-I6d 3-Ibd 4-I6d ROOMS OTHER THAN SLEEPING ROOMS 40 I•� U O
Collor Tie to Rafter (Foce-noiled) b-8d tie II SLEEPING ROOMS 30
per
Blocking to Rafter (Toe-nailed) 2-8d each end 01
BOLTS W/ 3"x3" SG?. STL WASHER. Rim 12" L. x S'-O" O.G. ANCHOR Rim Board to RoFter (End-nailed) 2-I6d each end II <
BO
(I'-O" FROM CORNERS) WALL FRAMING
00
AS PER TABLE 4 SIMPSON COUPLER NUT �
o• Top Plate to Top Plate (Face-nailed) 2-I6d?l per Foot TABLE R301.2(1)
TOP PLATE Top Plates at Intersections (Face-nailed) 4-I6d joints - each side CONCRETE PATIO CLIMACTIC AND GEOGRAPHIC DESIGN CRITEF N t-
A5 SHOWN ON PLANS ,X' oo
Stud to Stud der(Fo ( oce-n) 2-Ibd c. o.c. W1ND DESIGN SUBJECT TO DAMAGE FROM T l �
Header to Header (Fore-nailed) I6d 16" o.c. along edges a GROUND SEISMIC `"/
SNOW SPE rn
E TOPOGRAPHI SPECIAL WIN WIND-BORN DE51GN FR05TLIN O C
INSTALL SIMPSON STRONG-TIE" 7U LOAD (MPH) EFFECTS REGION DEBTS ZON CATEGORY wEATHERIN DEPTH TERMITES DECAY
H-2.5 CLIPS �+ 16" O.G. W/5-Sd NAILS Top or Bottom Plate to Stud (End-nailed) 2-Ibd per 2x4 stud Od ° ►� p.;
25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATESLIGHT TO
3-I6d per 2x6 stud MPH TO HEAVY MODERATE _ J
4-I6d per 2xe stud HOLLOW COLUMN Fr�1/1
AA1'
SON STRONG TIE MTS12
Bottom Plate or Floor joist, Bandjoist, 57 T1 E—DOWNS
X 16 GAUGE STRAP W/ Endjoist or Blocking (Face-nailed) 2-I6d ?! ?@ per foot
(A) 8d COMMON NAILS ((5) 8d
COMMON NAILS IN GARAGE) INTO FLOOR FRAMING
THE ROOF RAFTER 8 (4) 8d Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d per joist
COMMON NAILS ((5) 8d COMMON
NAILS IN GARAGE) INTO THE WALL Bridging to Joist (Toe-noiled) 2-8d each end
STUD. Blocking to Joist (Toe-nailed) 2-8d each end GLAZING PROTECTION FROM WIND—BORNE DEI3R1
Blocking to Sill or Top Plate (Toe-noiled) 3-I6d each block w
Ledger Strip to Beam (Face nailed) 3-16d each joist
Joist on Ledger to Beam (Toe-noiled) 3-8d per joist NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
Band Joist to Joist (End-nailed) 3-16d per joist 74," AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS r_1
SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH W
S21"1TS12 DETAIL Band Joist to Sill or Top PLote (Toe-noiled) 2-I6d?l per foot 2" LEDGER-SECURE TO APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
FRAMING W/ I/2" 0x3" SHALL BE PROVIDED IN ACCORDANCE'. WITH THE CHART BELOW.
8 N.T.S. ROOF SHEATHING LAG SCREWS V 16" O.G.
Structural Panels ad V EDGE/ 6" FIELD 5@IM6500NC. CLIPS
Diagonal Board Sheathing FASTENER TYPE FASTENER SPACING O
I"x6" or I"x8" 2-8d each end PANEL SPAN PANEL SPAN PANEL SPAN
(n •. a -o"
I"xI0" or wider 3-8d each block S
° 2Y2" 3*6 WD. SCREW
6..° 1 " 12"
CEILING 514EATWING
o Gypsum Wallboard 5d coolers 7" edge / 10' field 2Y2" ae WD. SCREW
16" I6" 12"
o ° •� °
INSTALL "SIMPSON STRONG-TIE" WALL SHEATHING
o MSTA36 STRAPS 16 O.G. see Simplified Wall
SECURE WITH 26- IOd NAILS Structural Panels 8d Sheathing Pressure d Nallin
° Fiberboard Panels Zones this page.) 51MP50N H-2 O ��
7/16 8d 3" edge / 6" field CLIPS @ rum
re_i�� PqALL—TO—FND. CONNECTIONS 25/32" 8d 3" edge / 6" field 1611 O.G. FASTENERS AS NOTED 1
IN SCHEDULE ABOVE
0 8 N.T.S. Gypsum Wallboard 5d cooler 7" edge / 10" field �/ D ETA I L F�
Q ° Hardboard ad (see Simplified Wall �O WINDOW PLYWOOD AS NOTED �1
Sheathing Pressure d Nailin N.T.S. 2"X4" BRACE 0LARGER SPANS
Particleboard Panels ad Zones this page.) GLASS
Diagonal Board Sheathing
INN or I"x8' 2-8d per support
I"x10" or wider 3-8d per support WINO
SIMPLIFIED WALL SHEATHING FLOOR SHEATHING SILL DOW
PRESSURE t NAILING ZONES
Structural Panels
I" Or less ad 6" edge / 12" Field
a/ greater than I" 10d 6" edge / 6" field y�
Q Z Diogor+cl E,oard Sheathing J ..
4 I"x6" or I"xB' 2-8d per support PLYWOOD STORM PANEL r
lu SHUTTER" DETAIL
n J Ian I"xl0" or wider 3-8d per support „,,,"•
IF;1— o u L1 ?! Nailing regvirments are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathin 1—�
is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing regplrments for
structural member load s shall be doubled, or alternate connectors, such as shear plates, shall be used to �..{
° I ?@ Whenmaintainwall sheathing is continuous over connected members the tabulated number of nails shall be ~'"1
O permitted to be reduced to 1-I6d nail per foot. NOTE: THIS SET OF PLANS HAS SEEN DESIGNED IN ACCORDANCE WITH THE AI"IERICAN
FOREST AND PAPER ASSOCIATION (AF PA) WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDITION, SECTION 2.
O
�r o f o o t o a
�;�� O
CJ� ----- I —1\ISTA3(o D�TAI L —+-----
N.T.S.
8 WALL SHEATHING NAILING SGNEDUL I I i I , , I , I ' ETC. ENTIRE P-w I1-o• I'-O• I'-o• I'-o• I1-O• s•
I I I O O O O O BEAM LENGTH ^^
I I I I I I v 1-�— �- --_�____1 S
ZONE 5 ZONE 6 (D (D1 -------- — I LT------ l —
I I I—
I I I I I I t`A�ARC
FIELD I I I I I I MULTIPLE MICRO-LAM MEMBER AS J STEEL FLITCH PLATE
NOTED ON PLANS (IF INDICATED ON PLANS) �� P(D M.
INSTALL SIMPSON STRONG-TIE EDGE n I I
" u I I O2 I I I VO BOLTS W/LOCK WASHERS
II I I I S O-- -- I I I I O 0 1 1
H-6 TIES Cam' 16 O.G. W/6-5d NAILS 3' O.G. 4' O.G. < , t
H6 •`� ' I
ALL k2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED I \ I I I I I MICRO—LAM / FLITCH PLATE BOLTING DETAIL
WITH 6d COMMON NAILS- 2" x II%2" GA. - PATTERN AS I \\ I I I I 1
HG -� INSTALL "S11"IP50N STRONG-TIE" INDICATED ABOVE. \ I I I 1 I N.T.S.
LTP4 ANCHORS (D I6" O.G. W/ \ U4 n
12— Sd NAILS O 1 \ \ I I I I I ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO S dQ ()j r
\\ O � 0 1 I I 1 i BE BOLTED AS SHOWN.
O
\ I
0 5/8"m x 12" L. x 3'-0" O.G. ANCHOR
COMPONENT AND CLADDING PRESSURE ZONE I � \�--------- ) I
BOLTS W/ 2"x2' 50. 5TL WASHER. NUMBERS INDIATE NAILING ZONES O I CJ \ ---------- ---------J/ /
BP (1'-0" FROM CORNERS) —�---- \ /
LTP4 AS PER TABLE 3.2A 8 3.2B O ---- \\ (D
LTP ROOF 51--4EAT+-LING NAILING SGNEDUL
1 // O (D I
/ r --------------- \ I I
0 I O /O // ------------ O
-\\ \ I--
°.;..,. (D1 e• V.T.R.1 e• V.T.R.ID• V.T.R.
:?• ZONE I ZONE 2 ZONE 3 ZONE 4 --I---- Q// O \\ I ROOF •1• •I�
O1II 1I / 2• I I ,.-. —.. -2-.I r--1_, 1--- Tr•
FIELD 'I 2I ''i 2' �—T—, � 2' 2''� IV
V I1?_�•1I
2—' 12- 12-
ell. 2--' -�12'e" O.C. 12" O.G. 3, O.C. 4' O.G. 10 t 2I 2'I I No. Date Tit le
E DG E REVISIONS:
4" O.G. fo" O.C. 3" O.G. 3" O.G. IST FL. '♦ I; owv T sI oy v s 1 I I I O I 1 0 I 1 O I 1 0 1 1 I 2 1, 2 2• 2• 2 2• 3.
ALL k2" EXT. PLYWOOD WALL O ALL SHEATHING TO BE SECURED I I O I — -1 I 1 -- -- I 1 I ° s• 2• 2• s' Drawn By:
WITH Sd COMMON NAILS- 2%2" x 10%," GA. - PATTERN AS I
INDICATED ABOVE. I I QQ p 1 I I I I
rS__44LR. --r0— FND. CONNECTIONS _7_i____L_ �_ l i i i i i i I 2' 2• 1' FA'• Date:
8 N.T.S. O 1 O O I O i I (D O ( I O ( 1 0 (D1 j BASEMENT 2/25/I Gl
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL I I I I I I I
MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL —� i O I O I I O I O CO C.O. G.O. TO AN APPROVED Drawing No.:
CODE OF NEW YORK STATE. Q C.o C.O. SANITARY SYSTEM
I I I 1
NOTE: PROVIDE CONTINUOUS LOAD PATH
1 C.LH.T.
FROI"1 RIDGE TO FOUNDATION.
1 t I I PLUMBING RISER DIAGRAM
ROOF PLAN -4-------L----1-------r- NTS A8
01 O O Ip
N.T.S.
OF 5 SHEETS