HomeMy WebLinkAbout44912-Z StlEFul,f�oG� Town of Southold 11/24/2020
0
P.O.Box 1179
'Co. 53095 Main Rd
oy��l �a0 Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41623 Date: 11/24/2020
THIS CERTIFIES that the building ALTERATION
Location of Property: 575 Critten Ln., Southold
SCTM#: 473889 Sec/Block/Lot: 70.-11-5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/15/2020 pursuant to which Building Permit No. 44912 dated 6/24/2020
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:
"as built"interior alterations (including window and door replacements)to existing single-family dwelling as applied for.
The certificate is issued to Quiet Man Hldgs LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44912 11/10/2020
PLUMBERS CERTIFICATION DATED 9/25/2020 N dington
A o ' e Si ature
TOWN OF SOUTHOLD
FFnt,rco�� BUILDING DEPARTMENT'
a TOWN CLERK'S OFFICE-
'���• a�� 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#: 44912 Date: 6/24/2020
Permission is hereby granted to:
Quiet Man Hldgs LLC
13235 Main Rd
Mattituck, NY 11952
To: legalize "as built" interior alterations (including window and door replacements) to
existing single-family dwelling as applied for. Additional certification may be required.
At premises located at:
575 Critten Ln., Southold
SCTM # 473889
Sec/Block/Lot# 70.-11-5
Pursuant to application dated 6/15/2020 and approved by the Building Inspector.
To expire on 12/24/2021.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $514.40
CO -ALTERATION TO DWELLING $50.00
Total: $564.40
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
ofCode 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. 3/18/2020
New Construction: Old or Pre-existing Building: X (check one)
Location of Property: 575 Crittens Lane, Southold,
House No. Street Hamlet
Owner or Owners of Property: Quiet Man Holding LLC
Suffolk County Tax Map No 1000, Section 70- Block 11 Lot 5
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:David Januzzi
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: I X (check one)
Fee Submitted: $ 5V
App t ignature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, 6X01ETHMI � ()i.DIM(n residing at I'� `� NAI" 51-, H14-ITUQC
(Print property owner's name) (Mailing Address)
do hereby authorize
(Agent)
to apply on my behalf to the
Southold Building Department.
(Owners Signature) (Date)
1J 8 � �, 1 1
(Print Owner's Name)
®kof S®�p�®�
Town Hall Annex ®rz, Telephone(631)765-1802
54375 Main Road `zs ��.."`�" ` Fax(631)765-9502
P.O.Box 1179
o
Southold,NY 11971-0959 roper.richertCaD-town.southold.ny.us
�" �,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Quiet Man Holdings LLC
Address: 575 Critten Ln City: Southold St: New York Zip: 11971
Building Permit#: 44912 Section- 70 Block: 11 Lot 5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Daniel Wilcenski Elec. License No: 4723-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceding Fixtures 5 HID Fixtures
Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 9 Smoke Detectors 4
Main Panel A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors
Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps
Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 19 Twist Lock Exit Fixtures TVSS
Other Equipment* 2-combination smoke / co detectors,-2-flood lights,-gas range,- 4 paddle fans,-
3-bath fans,-laundry-2-washing machines,and 2-30a electric dryers,-6-LED strip lights(basement),-4-ARC fault circuit breakers
Notes
Inspector Signature: Date: November 10 2020
81-Cert Electrical Compliance Form As
%of so�T�o
Town Hall Annex
Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
®
BUILDING DEPARTMENT i D
TOWN OF SOUTHOLD N O V 1 0 2020
RuIrIDMIC DEPT.
TO vVP\;C 'tXN-7 OLD
CERTIFICATION
Date: qhrho
Building PermitNo.
1 ,TKAKN �to2. t�G - S SCn iTl�1V S G�}Ng� So�j yU
Owner: '�
(Please print) 1/1W
Plumber: A-�6 � '(A J
(Please int) Cz-,77-25✓ ,-J
I certify that the solder used in the water supply system contains Iess than 2/10 of 1%
lead.
(PIumbers S' ature)
Sworn to before me this�?fv
day of 20_�;A_
NOTARY PUBLIC.ST DINGTON
ATJE OF EW
N0.01 Ep6088030 YORK
QUALIFIED IN SyF'FOLK COUNTY
COMMISgtON'EXPIRES MARCH 3,2043
Notary Public, _s r/F�vl.�r County
,I
o�00FsoUTy0l
# TOWN OF SOUTHOLD UILDING DEPT.
°ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION r (1 [ ] PRE C/O
REMARKS: ( Ari G CQitil` -h'
� l
VA
OA (064 iYA
44-\ 44r>
Vm bmd'V o /
G
DATE D INSPECTOR
OF 50!/Tyo6 ---
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION441 "
[ ] FOUNDATION 1ST` [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND A ] 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
kv
Retrotec rCloud
Quality Assurance Report
Rennet 380 Total Duct Leakage Test
i; Yaw Rasura 3.2 CRA1100 2 ( 0 CFM * 100/ 950 ft2)
PASS li Target <0 4 CFRA1100 fF
Test Infomation
Test Name 575 crittens lane southold ny 2nd floor
Test Date 2020-10-23 01:00 PM (UTC-4)
Expert id F3QWUPGL r_.,
Company Nave Star mechanical l '��l`
j_) s E. t`
Technician Lane Rey Villegas
Technician Email re hvac1989 rnail.cto
N O J 1 0 2020
Address 575 Crittens Ln B 7113)r:,G D.Er,T.
city Southolda
State NY
Zip/postal Code 11971
CountTv United States
Year Constructed Not available
Elevation 16 ft
Address Veri a ied` des
Building Latitude, Longitude 41.052323,-72,421663
GPS validation Latitude/Longitude:41.052450 -72.421734;Accuracy
287 ft
Estim-sted Distance From Address 38 ft
Test Equipment
Ra_n NIlodaI Retrotec 300
Earp Serial Number SIA
Pressure Gaucle Madel Rstrotec DM32 10A
Gaune serial Number 410079
Env'oron entd Conditions
Pre-test Indoor Temperature 68 OF
[Pre-test Outdoor Temperature 60 OF
Wind Speed 0 MPH
Average Barometric Pressure 102.4 kPa
Test tom n-dons
Conditioned Floor Area 950 ft2
Volume 7600 W
g
Retrotec rCloud
Test Results Summa - - -
Test Type R et 380 Total Duct Leakage st
Flaw Reference [pressure A25 Pa
Time Aliwaging 5 seconds
ftr OMinal Fan HOW 30.29 CFM c� 25 Pa
Test Rem, Its
Test Bata Set 1
Flow Direction Depressurize
GaUge Location Outside
Measured Pressure (Pa) -24.73
Fan Pressure[300 -47] (Pa) 86.19
Flow (CFM) 30.09
Rjpq�qqlz-
.. - - Retrotec vCloud
Coii 'Hance Vali ificat'lon
4.2 2 The HVAC system controls shall be adjusted so that the air handier fan does not Confirmed
turn on during the test.
Pressure probe location supply
Duct leakage tester location return
4.4.1.1. if ducts run through Unconditioned Space Volume such as attics,garages or Confirmed
crawlspaces,then any v�-lnts, access panels, doors,or windows between those spaces
and the outside shall be opened. At least one door,window or comparable opening
between the building and the outside shall be opened to prevent changes in building
pressure when the Duct Leakage Tester is running.
4.4.1 3. An indication of whether the Duct Leakage Tester is pressurizing or Pressurize
depressurizing the duce system shall be recorded.
Retrotec vcloud
Test Hates
No notes entered.
Flow Equation Parameters ® Factory Default
Faro Model Retrotec 300
Far' Serial Mumber NA
Flow equation parameters a 161
Units Used For Flew Parameters in Equation CFM
Fan pressure (P:P) is the measured fan pressure when using a self-referenced fan or when the room pressure is
negative. If using a fan which is not self-referenced, and the room pressure is positive, fan pressure is calculated
by subtracting the measured room pressure from the absolute value of the fan pressure.
If PrA is greater than 0 or fan is self-referencing: FP = JPrBj - PrA
If PrA is less than 0 or fan is self-referencing. FP = PrB
Flow calculations are not valid if fan pressure is less than either MF or (K2 x IRPI)
FP = fan pressure, RP = room pressure
Range N K K1 K2 K3 K4 MF
Open 0.5010 28.9100 0.0000 0,4000 0.0000 1 20
74 0.5045 7,0770 0.0000 0.2500 0.0000 1 15
47 0.5000 32410 0.0000 0.1000 0.0000 1 10
29 0.5020 1.1900 0.0000 0.2000 0.0000 1 20
18 0.4990 04570 0.0000 0.2500 0.0000 1 25
11 0.4800 0,2080 0.0000 0.2500 0.0000 1 25
7 0.5000 0.0718 0.0000 0.1100 0.0000 1 25
102 0.5900 10.7000 0.0000 0.4000 0.0000 1 100
flow= FP- RP X K1)"X (K+ K3 x FP) x K4
.. Retvotcc vCloud
Quality Assurance Report
Ramat 380 Total Duct Leakage Test
PASS Your Rp-su e 3.2 CFM/100 ft2 (38 CFM ^ 100/ 1200 ft2)
Test Infomavain
Test ¢ame 575 crittens lane southold ny 1 st floor
Test Date 2020-10-23 01 51 PM (UTC-4)
Export id 2 F2LAXJ M R
Company Name Star mechanical
Technician HsfrnG Rey Villegas
Technic'mn Email reyhvac1989@gmaii.com
9.0ding Information
Address 575 Crittens Ln
City Southold
State NY
Zip/postal Code 11971
Calun`vjr United States
Year Constructed Not available
Elevation 16 ft
Address Verifhad? Yes
Building .Latitude, (Longitude 41.052323,-72,421663
GPS validation Latitude/Longitude:41.0 52452, -72.421724;Accuracy:
71 ft
Estimated Distance From Address 38 ft
T�,,:*,t Equipment
[Fan Kfiadel Retrotec 300
Fail Serial Number NA
Pressures 2nnage Model Retrotec DM3210A
Gauge Serial Number 4.10079
Enviffo en al Conn dons
Pre-testy indoor Temperature 68 OF
Pry.-test Outdoor Tampamature 60 OF
Wind Speed 0 MPH
Aweraw Barometric Pressure 102.4 kPa
Test Mmonsknns
Conditioned F-Irwor ATen 1200 ft2
VolU,me, 76800 ft3
Op
E-:7 Retrotec aCloud
Test Results Summar
Test Types Resnet 380 Total Duct Leakage Test
Flow Referspoe Pressure 25 Pa
Time vc-Ta ing 5 seconds
Nominal Faro Flow 37.82 CFM @ 25 Pa
Test Results
Veal Ds,�n Sat I
Floe Direction Depressurize
Gaup-Location Outside
'Measured Pressure (Pa) -24.56
Fan Pressure[300 -47] (Pa) 133.33
Flow (CFM) 37.42
UN _ Retrotec rCloud
4.2.2. The HVAC system controls shall be adjusted so that the air handler fan does not Confirmed
turn on during the test.
Pressure probe location supply
Duel leakage tester location return
4.4.1.1. If duels run through Unconditioned Space Volume such as attics,garages or Confirmed
crawlspaces,then any vents, access panels, doors,or windows between those spaces
and the outside shall be opened. At least one door,window or comparable opening
between the building and the outside shall be opened to prevent changes in building
pressure when the Duct Leakage Tester is running.
4.4.1 3. An indicatior, of whether the Duct Leakage Tester is pressurizing or Pressurize
depressurizing the duct system shall be recorded.
Test Notes
No notes entered.
Flaw Equaquon Parameter ® Factory Defauft
Fan WdLnl Retrotec 300
Farl SaVIE'l Hug -"Ilber RIA
Floe erIuati€n parameters m 131
units used Fog, Flaw Parameters in Equation CFM
Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is
negative. If using a fan which is not self-referenced, and the room pressure is positive, fan pressure is calculated
by subtracting the measured room pressure from the absolute value of the fan pressure.
If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA
If PrA is less than 0 or fan Is self-referencing: FP = PrE
Flow calculations are not valid if fan pressure is less than either IVIF or (K2 x IRPI)
FP = fan pressure, I?P = room pressure
Flange N K K1 K2 K3 K4 MF
Open 0.5010 28.9100 0.0000 0.4000 0.0000 1 20
74 0,5045 7,0770 0.0000 0.2500 0.0000 1 15
47 0.5000 32410 0.0000 0.1000 0.0000 1 10
29 0.5020 11900 0.0000 0.2000 0.0000 1 20
18 0.4990 04570 0.0000 0.2500 0.0000 1 25
11 0.4800 0.2080 0.0000 0,2500 0.0000 1 25
7 0.5000 0.0718 0.0000 0,1100 0.0000 1 25
102 0.15900 10.7000 0.0000 0.4000 0.0000 1 100
flow_ (FP- ISPxK1)nx (K+ K3xFP) xK4
Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Mattituck,New York 11952 Fax 631-298-2651
www.condonengineering.com
November 5, 2020
Mr. Mike Verity
N 0 V 1 0 2020
Building Department
Town of Southold Town Hall IFa�Y uY_ ,'1iaY�� o
P.O. Box 1179
Southold, NY 11971-0959
Re: 575 Critt®ns Lane, Southold, NY
Dear Mr. Verity:
As requested, I reviewed the work for the at the above referenced property on October 2, 2020.
Based on my observations and to the best of my knowledge, the plumbing, insulation and framing
for the proposed renovation was installed is in accordance with the structural drawings, the 2020
Building Code of New York State and the 2020 NYSECCC.
Please call me if you have any questions or require additional information.
Yours truly,
�
P��,ONf
F WY
1\ I SEPH 00��'p�
qh J. Condon, P.E.
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,2006 Mail to:Eileen Wingate-to be picked up
Disapproved a/c
Phone:516-818-9764
Expiration ,20 L I — (l
Bui din ector
APPLICATION FOR BUILDING PERMIT
Date March 12 52020
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housi e, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature ot plicant or name,if a corporation)
2805 W St Main Street, NY 11952
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Owner
Name of owner of premises Quetman Holdings LLC
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
David Januzzi-
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
575 Crittens Lane, Southold,
House Number Street Hamlet
County Tax Map No. 1000 Section 70- Block 11 Lot 5
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 single family house
b. Intended use and occupancy single family house
3. Nature of work(check which applicable):New Building Addition Alteration x
Repair Removal Demolition Other Work
4. Estimated Cost Fee (Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor
If garage, number of cars 2
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 63' Rear 63' Depth 44'
Height Number of Stories 2 stories
Dimensions of same structure with alterations or additions: Front same Rear same
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front.56 acre Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x
13. Will lot be re-graded? YES NO x Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Quietman Holdings, LLC Address 13235 Main Road, Mattituck phone No. 631-680-1157
Name of Architect John Condon Address 1755 Sigsbee Road,MATTITUCK Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x
* 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 x
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Eileen Wingate being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the AGENT FOR OWNER
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 20
Notary Public Signature of Applicant
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 Planning Board approval
FAX: (631)765-9502 ) t l 1 Survey
Southoldtownny.gov PERMIT NO. �1`1�`{-l� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:Eileen Wingate-to be picked up
Disapproved a/c
Phone:516-818-9754
Ex irat(i r
D1
,+ Building Inspector
J U L - 6 2020 APPLICATION FOR BUILDING PERMIT
l
BUII,I)1,NG DEPT. Date March 12 2020
'I', ' `.�"i' ®LD INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances, building code,hous' ode,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
w
(Signatur pplicant or name,if a corporation)
2805 West Main Street, NY 11952
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Owner
Name of owner of premises Quietman Holdings LLC
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
David Januzzi-
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
575 Cnttens Lane, Southold,
House Number Street Hamlet
County Tax Map No. 1000 Section 70- Block 11 Lot 5
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 single family house
b. Intended use and occupancy single family house
3. Nature of work(check which applicable):New Building Addition Alteration X
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor
If garage, number of cars 2
6. if business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 63' Rear 63' Depth 44'
Height Number of Stories 2 stories
Dimensions of same structure with alterations or additions: Front same Rear same
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front.56 acre Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X
13. Will lot be re-graded? YES NO x Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Quietman Holdings, LLC Address 13235 Main Road, Mattituck Phone No. 631-680-1157
Name of Architect John Condon Address 1755 Sigsbee Road,MATTITUCK Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Eileen Wingate being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D.BUNCH
AGENT FOR OWNER Notary Public,State of New York
(S)He is the N. U6185050
(Contractor,Agent, Corporate Officer,e6a�lfied in Suffolk County
Commission Expires April 14,2(P
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
r�Swo to before me this
day of 20
Notary Public Sr
e of Applicant
BUILD NG DEPARTMENT-Electrical Inspector
` F r TOWN OF SOUTHOLD
Y Town Hall nnex- 54375 Main Road - PO Box 1179
outhold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
,..: ro er_r@.soqthdIdtownnv.gov--geand@sogthoigtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All InformationRequired) Date: �'- Z
Company Name: 71) ('L11K) c v,r1 e--,- Como rr,, -t I ta, ��. c
Name: I ell c
License No.. y-2 2-a, , M �� e ail:
Address: Q. D 6,, � E -)--+-1. /.,7 5'
Phone No.: 3/ - Z � _ 6 Z
JOB SITE INFORMATION (All Information Required)
Name: U I M4-v /Jfl, l-
Cross Street: FrL I L LV
Phone No.:
Bldg.Permit#: qy91 Z email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please PrintClearly)
Xt -ti7A'h
Circle All That Apply:
Is job ready for inspection?: Yr=S Rough In Final
Do you need a Temp Certificate?: YES Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph' Size: A #Meters Old Meter#
New Service- Fire Reconnect-Flood Reconnect-Service Reconnected-Underground -Overhead
#Underground Laterals , 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
® , V PAYMENT DUE WITH APPLICATION
AUG - 6 2020 cp
R uest for ins ection FormAs `"
eq p do � , �\ �
Quiet Man Stu djo Eileen:516.818.9754
Derryl.631.834.1846
2805 West Mill Road
Mattituck , New York
P
June 5,2020 � , ..' JUN
S X020 _
Building Department
Town Hall Annex
54375 Route 25 '
Southold,NY 11971
Re:575 Crittens Lane,Southold,NY
Please accept this application for a Building Permit and Certificate of occupancy.
The Stormwater form is not online,
A stop work order was placed on the property. Will there be any further requirements to move forward on the
renovation?
Thank you in advance.
Sincerely,
Eileen Wingate
Eileen@quietmanstudio.com
Page 1
MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR it EXTERIOR STAIR NOTES:
;UCTION NOTES: GENERAL FRAMING NOTES:
I. ALL CONVENTIONAL STRE55 GRADE LUMBER FOR STUDS, JOIST, RAFTERS,
a, PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF '/" FOR WOOD RESPONSIBILITY OF TWE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
SHAY DWELLINGS (2015 EDITION) A I ADOPTED E NEW YORK SHINGLES WHEN REQUIRED. ACCORDANCE WITH 8311, R301,3, R301,4, R301,5 INTERNATIONAL RESIDENTIAL CODE
BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL DOUGLAS-FIR tt2 (NORTH) WITH AN E- 1,600,000 PSI AND FB.875 PSI OR BETTER.
C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 9," FOR WOOD FOR ONE t TWO TAMELY DWELLINGS (2015 EDITION) 5 ADOPTED BUILDING DEPARTMENT NOTES:
:NTS AND THE NEW YORK STATE ENERGY CONSERVATION. 2. ALL STRE55 GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING SHINGLES WHEN REQUIRED. BY NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
S AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGSSHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, MINIMUM HEADROOM AT STAIRS IS 6'-8' AS PER 8314.3.
d, THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0'
i WHETHER OR NOT INDICATED. ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". MAXIMUM RISE - 73/"
3, ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN MINIMUM TREAD DEPTH (W/O NOSING) - 10"
WITHIN THE 130 MPH THREE SECOND THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS
:EGIOIVS SHALL BE IN CONFORMITY WITH THE AMERICAN PER A.I,S.C. MINIMUM NOSING PROJECTION - 5&" CODE NOTES:
ASSOCIATION (BE IN WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - I
•1D TWO FAMILY DWELLINGS.
SHALL BARE THE MARKINGS OF THE MANUFACTURER. GENERAL FLASHING AND CAULKING NOTES= MAXIMUM NOSING RADIUS - g/16" BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST 00 kn
00
5HAL1_ BE LICENSED AND IN AS REQUIRED. AND PAPER r� ~
A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (GDX) FIR UNLESS NOTED GENERAL HANDRAIL AND GUARD NOTES: ' SSOCIATION (AF 8t PA) WOOD FRAME CONSTRUCTION `n
I, PROVIDE METAL FLASHING WHERE FRAMING LUMBER 1S IN CONTACT WITH
.I-IANIGAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALL5, FLOORS AND ROOFS THE 501L OR CONCRETE. MANUAL FOR ONE AND TWO - FAMILY DWELLINGS ~ 0c
SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD 2 PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET U N
MECHANICAL CODE AND FUEL GAS CODES AND R:
I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND
INC JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" VERTICAL SURFACES. --
TOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL '
3, PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, HANDRAILS AND GUARDS SHALL BE 1N ACCORDANCE WITH 8311, R512 AND R301.5 DESIGN CRITERIA: rT,
)RK SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE 5 DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES ER ROOF MEET A VERTICAL SURFACE. ALL
kM1LY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF OF THE RESIDENTIAL CODE OF NEW YORK STATE.PER MANUFACTURERS LIVE LOAD 40 PST: Z
:GAL AND FEDERAL CODES AND REQUIREMENTS UNLESS NOTED OTHERWISE, FLASH ALL ROOFS AS NOTED. SPECIFICATIONS. 2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING r O
;>N. ONLY A LICENSED AND INSURED ELECTRICAL r DEAD LOAD 20 PST' r
PERFORM ALL ELECTRICAL WORK. TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30"
PE
G. PROVIDE SOLID BLOCKI?JG OR IX3 CROSS BRACING IN ALL FLOOR JOIST q PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA ROOF SNOW LOAD 25 PSF-
BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER 15 LESS. BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED a
SHALL BE BASED ON THE DIMENSIONS AS INDICATED OTHERWISE. WIND LOAD 130 MPH O
VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT THEIR TRIM,
OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. S IN EITHER LEAD COATED COPPER OR
PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND W x
7, 5. PROVIDE SEAMLESS METAL PAN
SHALL. BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-O" O.G. VERTICALLY UNLESS STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: c)
SQUARE FOOTAGES: O
IMENSIONS WITH I.THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. � �
PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS:
8, PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL GENERAL WALL BOARD NOTES, o. ONE 1N EACH SLEEPING ROOM, Q
SHALL_ MATCH ALL EXISTING CONDITIONS AS THEY CONCENTRATED LOAD5 AS REQUIRED. b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
ATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, I, PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALL5 AND VICINITY OF THE BEDROOMS. z
T AND DIMENSIONS UNLESS INDICATED OTHERWISE. CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RE55TANT
q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONGEALED FLOORS AND c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ROOF TOP POOL: = 165 s.f.
N R ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. tn
O W)
ID PRODUCTS SHALL BE PROVIDED AS INDICATED I CEILINGS OVER 2nd FAR. DECK: = 108 s.f.
J
SPECIFICATIONS AND INSTALLED A5 PER THE RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE GOATS OF S�AGKLE. IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE
,PEGIF'IGATIONS AND INDUSTRY STANDARD PRACTICE. ALL 1O, PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
oc
PECIF'S SHALL BE NEW AND FREE FROM DAMAGE. 2. PROVIDE 5/a' CEMENT BOARD AT ALL WET AREAS WALLS, GEILENGS, DECKS Q
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS '�' N
LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL.
N SHALL HE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL N ~
TION SHALL BE TO THE LINES AND DIMENSIONS FLUSH ERASING CONNECTIONS A5 REQUIRED FOR THEIR SIZE AND USE UNLE55 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD ED IN SUCH A MANNER THAT
M
CIN57RUG AT ALL WALL5 AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING NEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECT
>TED OTHERWISE. NOTED OTHERWISE, PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE V1
DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 11. REFER TO NAILING 5COEDULE PROVIDED IN DRAWINGS. NAILING NOT A. PROVIDE ONE LAYER OF APPROVED 5/B" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
DUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R&O2.30) OF AT ALL INTERIOR WALLS COMMON TO GARAGES.
ITE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE INTERNATIONAL RESIDENTIAL CODE FOR ONE t TWO FAMILY DWELLINGD (2015 EDITION) 3, ALL SMOKE ALARMS SHALL BE L15TED AND INSTALLED IN ACCORDANCE
S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND THE
INECTION WITH THE WORK: AND AL50 NOT RESPONSIBLE FOR AS ADOPTED BY NEW YORK STATE AND THE AF t AP 2001 WOOD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
5 FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS.
�ECIFICATIONS. THE ARCH12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH BASEMENTS.ARCHITECT 15 NOT RESPONSIBLE FOR THE 4, WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONING CEASSIFICATI
JR OMISSION BY THE CONTRACTOR OR ANY OF THECONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; ZONE - 840
5 OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL.
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.
13. ALL DECK JOISTS SHALL BE ACO AT I6" O.G. AS PER PLAN.
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC � U
VATION E BACK FILLING NOTES= IA. CATHEDRAL ROOF TYPICAL CONSTRUCTION ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 9/4 HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM LL��
AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES r
PROVIDE ASPHALT ROOF SHINGLE5 WITH sx30 FELT OVER 60 MIN. GRADE 'D' BUILDING FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE HAVING JURISDICTION, �1
REAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE.
ALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER W1TH r,/B" GYPSUM WALL BOARD TAPE AND SPACKLE
RGIN 501L WITH STABLE MOISTURE CONTENT AND NON-514IFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF O
,ING `_TOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. GENERAL LIGHT, VENTILATION 4 HEATING NOTES:
kND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING ENERGY NOTES: r�
0 TONS PER SQUARE FOOT. IT 15 THE 50LE RESPONSIBILITY OF 15. TYPICAL ROOF CONSTRUCTION V1
I BEARING CAPACITY OF THE SOILS o. PROVIDE WOOD ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING Z _ `
2 TO VERIFY THE ACTUAL
SOIL
� GOnIDUGTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 3/q" EXTERIOR SHEHTHING SYSTEM OVER ROOF RAFTERS AS PER PLA AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I, THE ARCHITECTS CERTIFIES THAT 70 THE BEST OF HIS KNOWLEDGE BELIEF
T START TYPICAL EXTERIOR WALL CONSTRUCTION VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN O
E LICENSED ENGINEER. THE CONTRACTOR SHALL NO 16 COMPLIANCE TO THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF
APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH GPENHNG NEW YORK STATE.
E TEST INDICATES A 5011E BEARING CAPACITY OF LESS THEN ONE a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE 3E READY
GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6
'ONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS AGGCI!?ING TO PLAN AT 16" O.G. WITH BATT INSULATION PER CONTROLLABLE BY THE BUILDING OCCUPANTS. LIST OF DRAWINGS Q
2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
,R NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS. SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
GEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b, EXTERIOR WALL5- NOTCHING AND BORING: 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING (2015 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS
EITHER F STUDS SHALL NOT BE LOCATED IN SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS.
1TECT. 1. NOTCHES IN _T ER EDGE O S
THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS O THENTRACTORS SHEET Al GENERAL NOTES Q
iHALL BE GLEAN GRANULAR FILL BROUGHT TO THE OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. GENERAL GLAZING NOTES: SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CO
E1. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS
IT, SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL SHEET A2 FOUNDATION PLAN
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8'TO THE I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST
ALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES � l
EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE
THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY
TEST OF A5TM E Igq(o AND OF ASTM E 1886 AND 8301.2.1.2 OF NEW YORK STATE PROFESSIONAL ENGINEER. SHEET A3 FIRST FLOOR PLAN Z r7l^
:E TO THE WALL. NO BACK FELL SHALL 8E PERMITTED WITHIN A �I
WEEKS AFTER POURING THE FOUNDATION WALLS. THE III. NOTCHES AND HOLE5 SHALL NOT OCCUR IN THE SAM CROSS SECTION THE INTERNATIONAL RESIDENTIAL CODE FOR ONE t TWO FAMILY DWELLINGS O
ALL 13E RESPONSIBLE FOIR ALL DAMAGE TO ALL CONCRETE WORK, (2015 EDITION) AS ADOPTED BY NEW YORK STATE UNLE55 NOTED OTHERWISE 4 THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF
C. PROVIDE 2x6 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLE55 NOTED AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET SHEET A4 SECOND FLOOR PLAN
. BY EXCEPTION TO 8301.2.1.2. � � O
OTHERWISE
15 FOR CONCRETE PIERS AND FOOTINGS SHALL BE A THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2016 Fwrl
)" BELOW FINISHED GRADE. d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALL5 UNLESS NOTED OTHERWISE. NEW YORK STATE ENERGY CODE.
AND PLANTINGS AS REQUIRED. CONSULT e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R305 OF THE SHEET A5 ELEVATIONS
RUBS, TREES
p MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL BUT NOT LIMITED TO: GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM INTERNATIONAL RESIDENTIAL CODE FOR ONE t TWO
ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE, E I
:S AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE SHEET A6 SECTIONS
ER ALL LOCAL BUILDING CODE REQUIREMENTS. F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. GENERAL SWIMMING POOL, HOT TUB SPA BARRIER NOTES:
g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR J015T ON GENERAL EMERGENCY ESCAPE * RESCUE NOTES:
BOTH SIDES OF THE HEADER, 1, ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER SHEET A7 STRAPPING DETAILS
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL APPENDIX G OF THE RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
ICRE:TE NOTES: In. LINTELS SHALL N07 BE LESS THAN: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE
PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
I. THREE 2x10'5 FOR SPANS UP TO 7'-0" REQUIREMENTS OF R310 OF THE INTERNATIONAL RESIDENTIAL CODE FOR ONE t TWO THE CODE REQUIRES.
)NDITION5 AND/OR LOCAL PRACTICE MAY NECESSITATE 11, THREE 2x12'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.)
FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH BFAMILY DWELLINGS (2015 EDITION) A5 ADOPTED BY NEW YORK STATE.
(GENT
GENTi, BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2
MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS)ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE
.GTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO: INTERNATIONAL RESIDENTIAL CODE FOR ONE t TWO
ASSUMED TO BE
MINIMUM CF 36"BELOI^1 GRADE ON TO A FIRM FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE,
XJTINGS TO A M a. THE SILL HEIGHT SHALL NOT BE NIGHER THAN q4" ABOVE THE FINISH FLOOR J 'f. 1•.. ., `
BEARING SOIL. SEE PLANS FOR FOOTING SIZES. j. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL b THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAW 5.7 SQUARE FEET ARPE4VED AS NOTED X000 NM013H1 �0
NOT EXCEED THE FOLLOWING SPANS, ,gyp •
ON WALL SHALL BE POURED CONCRETE THICKNESS AS I. (I)-2x6 (FLAT) FOR UP TO 7'-O" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24'. DATE: B.P.# U' 9EZ �31dbH0 O11N!dflSdOd
E PLAINS (MIN. OF 300D PSI) WITH REBAR AS SHOWN IN CROSS _ x6 FLAT FOR UP TO 10'-7" ��oNna a31dM waols NIy13a `
II.(2) 2 (FLAT) d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20"
1 AS INDICATED ON THE EE: � � BY:
FOOTING SHALL BE POURED CONCRETE, 5 ZE
s5 REBAR 1N THE LOWER I/3 OF THE FOOTING PER FOUNDATION k. PROVIDE I" "ADVANTECLI" PLYWOOD 5UB-FLOOR TYPICAL. 3. WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR DTIFY BUILDING DEPARTMENT AT t
-1802 8 AM TO 4 PM FOR THE I t`
SECTION. I. FOR LEDGER BOARDS USE ONE 51ZE LARGER THAN THE J015T SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. M1
-ILLOWING INSPECTIONS:
SILL 'PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. TO WALL WITH %"m DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL A.
WHERE TWE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SLL �OI.�NDP.�ION - TWO REQUIRED ELECTRICAL
JOIST TO LEDGER BOARD. 14,
Z X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUS HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPEN NG SHALL BE (. R POURED CONCRETE �+ p�p�
R PER PLAN ON 3%"m DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH 8310.2 OF THE =:OUCH - FRAMING & PLUMBING INSPECTION RE��S�E®
12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. m. PROVIDE GIRDS BV
'p
FOOTING AS PER PLAN UNLE55 NOTED OTHERWISE. INTERNATIONAL RESIDENTIAL CODE FOR ONE t TWO INSULATION
ONTINUOU5 RIGID INSULATION FROM GRADE DOWN TO FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE.
FiNAL - CONSTRUCTION MUST
NG THE PERIMETER OF ALL HEATED SPACES.
BE COMPLETE FOR C.O.
_RPR(DOF FOUNDATION WALL WITH SPRAY-ON ALL CONSTRUCTION SHALL MEET THE of 'a ^ .f- " .
��. �1 : �� TELY
ING BY RUB-R-WALL OR EQUAL. REQUIREMENTS OF THE CODES OF NEW ENCLOSE POOL TO CODE
YORK STATE. NOT RESPONSIBLE FOR UPON COMPLETION
SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON
DESIGN OR CONSTRUCTION ERRORS. 6IwFORE,"WATER"�
SOIL. OR 4" THICK COMPACTED SAND TO 015% RELATIVE DENSITY,
COMPLY WITH ALL CODES OF
FE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
NEW YORK STATE & TOWN CODES
MUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST.
:HE5, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND AS REQUIREI 2/7/20 REVISE
D AND CONDITIONS OF No. Date Title
OR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION
'F 3,500 P51 AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO '' REVISIONS:
�17�
JV �
:SPT WARM WATER, ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL
F SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE `'G .I IVL�r �i t1NIhJG BOARD
• Drawn By:
GLUME. S 17 ''ZUSTEES
TE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.
F ? 2020 Date:
(/13/20
TE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI
'M G11157 REQUIREMENTS. L.0110f
OCCUPANCY OR Drawing No.:
TE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL (�1y
TO THE LATEST ASTM A-615 GRADE 60. U:�IL_ I;.i UNLAWFUL
ON JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED Vv'ITHOUT CERTIFICATE A I
PROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
45ED ENGINEER. OF OCCUPANCY
H 2
D FOOTINGS SHALL NOT BE GREATER THAN (I) VERTICAL/ ( )
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mom°j TRIPLE 2"xG" JACK
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EXIST.i- - - -
EXISTING GARAGE I PWDR.
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— — WALL REQUIRED I fTl
— VERIFY ALL
— — CONDITIONS
II �/
I
EX. 2"x10" R.R.I
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STUDS REQUIRED K -' I EXIST. F----I
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11 I
NOTE: ►-�
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
II I —I PRIOR TO CONSTRUCTION. NOTIFY ARCI-417-EC7 OF DISCREPANCIES.
NOT RESPONSIBLE FOR C1.4ANGES MADE WITWOUT NOTIFICATION.
KEY TO SYI" "OLS
I I I —
'I 0 PROPOSED WALL
' I E — ] TO BE REMOVED
I 0 EXISTING TO REMAIN `M
I I FINISHED FOUNDATION PLAN
SCALE. �4'—I'—O"
II I
11 '
I '
UP
AI 2/7/20 REVISE
No. Date Title
REVISIONS:
Drawn By:
R rf r'f
Date:
I/13/20
Drawing No.:
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- BEDROOM
I � �EXISTING
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EXISTING I UP DN
LIVING ROOM PROPOSED
20' x V-3' W
POOL W 1
I � o
EXISTING EXISTING
cl — — — — — BEDROOM BEDROOM EXISTING TI-41 TO E OS
I"IOVED TO THIS SIDE I
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MOVE LIGHT MEGI--I ~nom
Ffi� S W I T G I--I TO NEW
DOOR LOCAT 1 ON
I
RE-rCI4 EXISTING DOOR
EXISTING (5)_2"x10" PATC4I REPAIR AS REQ'D
DINING ROOM p R rI VE B R D o -T —I p ______ Zi
DECK
O UP I I I I I co 0 MCD FILL IN \ / I V1 •,
WALL UP
I n TO POOL
(2)-2"xl2" A.C.Q. FL. 1-IDR O
I�
I -- -- — —�— — —BI-9-- ATO 1"IATDGNREXOST � W O
NEW CEDAR POST
NEW 4'-O' NIGH TO MATCW EX.
SELF CLOSING
EXISTING SELF LATCHING GATE 2'-6" 20'-2" 2'-411
K I GI--1 E DN w FF���--.."�J�J'
NEW STAIRS 4t RAIL 15'-6"
TO UPPER DECK TO
FIT BETWEEN WALL W
RAILING
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�EXI&rIED FOR NEW POST
EXISTING
BREAKFAST
F I RST FLOOR PLAN
SCALE: y4"=1'-0"
a 13
I 2/7/20 REVISE
Noj Date 11 Title
REVISIONS:
Drawn By:
Rr11"1
Date:
1/13/20
Drawing No.:
A3
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2020/02/07 17-.24, 19
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I OPEN TO BELOW
II . .
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U
EXISTING BONUS RM. NEW 5'-0" WI IDE FRENGr DOORS II PROPOSED
EXISTING SLIDER TO BE REI"IOVED it 20 x 8 —3 ow
( II POOL J� W IT1
O
EXISTING CABLE RAIL --- I In
AND POST TO BE i I ZWj
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REMOVED II
W-
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NEW 4'-O" WIDE II �? N
FLEXI-FRAP IE WINDOW I I O
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I II F--I
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I2/7/20 REVISE
No.F DateI Title
REVISIONS:
SECOND FLOOR PLAN
Drawn By:
SCALE: %4"-1'-0" p-r(1"I
Date:
1/13/20
Drawing No.:
w
a Q OF 7 SHEETS
2020/02/07 17:24:26
r
00
00 kn
kn
t--
00
N
W w w
PAINTED BLACK TO MATCH � Z
NEW 4'-O" 441G1-4
SELF CLOSING O Q
- - SELF LATCI-ZING GATE
/ / PAINTED BLACK TO 1"IATCh4
Q
20' MODPOOL O
\ Z // a ® ® (SEE MFG. SPECS) U 94
0 �
BLIND J BLIND o
EX. DOOR Q DOOR TOMAwOTC" EX.
r�r N
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FILL IN WALL
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- UEX. � W
O Q
! DRIVE EL. 46.7' ~�
ADDITION SLAB EL. 45.5'
NOR-rW F-LEVA710N Q
SCALE: %4"=1'-O"
I--I
F�
i
/
/
/
/
NEW 5'-0" WIDE FRENG44 DOORS ~.{
r EXISTING SLIDER TO BE REMOVED
FEENEY GLASS „
INFILL SYSTEM NEW 4'-0” WIDE
FLEXI-FRAME WINDOW
(VERIFY IN FIELD) W
EX. EX. / \
W
20,
EX. O o f" r"
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NEW SIDING
TO MATCI--d EX. ,S
11 ll� lllHllllll 111111 111 111hi III 111WIlIM111111111
CORRIGATED SIDING TO MATCI-I POOL
1 2/7/20 REVISE
GRADE EL. 52.0' No. Date Title
REVISIONS:
EX. \ �
EX. \
\ Drawn By:
EX. \ RI"1t"I
Date:
I/I B/20
DRIVE EL. 46.7' Drawing No.:
�
/
-� GRADE EL. 44.5'
:;� A5
lel�:ST E L VAT I ON .. �
SCALE: %a"=1'-0 d Q
OF 7 SHEETS
2020/02/07 17:24:31
ROOF DECK CONSTRUCTION
• `�/q DECKING
• 2 x 10 A.G.O. SLEEPERS RIPPED TO LEVEL DECK
• E.P.D.rl RUBBER MEPIBRANE
• 3/q" G.D.X. PLYWOOD S"EAT"ING
• 3/q" G.D.X. PLYWOOD SI-IEA-rwING
• 13/4"x117/e" L.V.L. FLOOR JOISTS C-D 16" O.G.
I �
$ $ 20' MODPOOL
RAILING (SEE MFG. SPECS)
20' MODPOOL ` 00
_1 (SEE MFG, SPECS) �^ 00 `n
~
EX. TJI 560x 14" R.R. RAILING C 110 tn 07
,
I ALIGN 1 ( ALIGN ALIGN rr ll
EX. DECK F.F. I EX. DECK F.F.
EL. 67,4'
` ) EX. T,O.P. �j W
If� * EL. 65.1' Z
e m1111H H 1111 H III
- -
I
Z �
a
NEW DECK F.F.
y NEW DECK F.F. _ (3)-13/4"x117/0" L.V.L. SOLID BLOCKING O PITCH - - O Q
EL. 62.1' {�t3 EL. 62.1' M-1
�CORRIGATED SIDING TO MATC4-I POOL
EA. R.R. TO BE 0
EX, DECK TO BE REMOVEDNEW 13/"xll'/ " L.V.L.
POSTED DOWN TO 4 e . . NEW 2"x6" WALL STUDS MJ-1 Q
NEW 13/4"xll7/B" L.V.L. / R.R. 016" O.C. •
R.R. @ 16' O.G.
EXISTING PLT, p IGII O.C.
EX. DECK F.F. (VERIFY)
- ------------------------------------
-- 0 % ----------------- EX. DECK TO BE REMOVED
EL. 68.4' rr ll Q
EX. T.O.P. EX. T.O.P. V
EL, 56.7' - - g - - EL. 56.7' H N
a
EX. 2"x10" R.R. EX. 2"x10" R.R. Vi
@ I/o" O.G. @ 16" O.C. fil �
00
GUT BACK EXISTING
Q ¢ N
M M
ROOF DECKING 8 REPAIR N
AS REO'D. 5/g" APA RATED PLWD, Q�
EXIST. 0
EXIST. EXIST. SQUASH EXIST.
WET—SAR PWDR. COURT PWDR.
0
VERIFY ALL
VERIFY :ALL] CONDITIONS
CONDITIONS
B
0
W
EX. 24"x12" P.C. FTG. W/ O ^�
(3)U5 RE-BARS
O
A SECTION g SECTION
SCALE: %q"= 1' -0" �`* =-A �E �4
n '
NOTE: Q
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCT ION. NOTIFY ARG1--I ITEGT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES I"IADE WI-FWOUT NOTIFICATION. V
STL. ANGLE BRACKET
O
~ CID
WEXISTING WALL WELDED TO POOL L, O
NEW 2"x6" WALLL
GUT BACK SIDING TO
RECIEVE NEW WALL
2"x8" A.C.O. D.J.
CEDAR SIDING
@ 16" O.G. POOL COVER ENCLOSURE TO MATCH EXISTING
3/4" PLWD. SWEA-17WING _
R
RAILING
AILING STL. ANGLE BRACKET
WELDED TO POOL
IPE DKG. TO MATCH EX. IPE DKG. TO MATCI I EX.
2"x8" A.C.O. D.J. @16" O.G. ALIGN ALIGN
2"x8" A.G.Q. D.J. @16" O.G. f�q
(2)-2"x12" A.G.O. 71t
FLUSH GIRDER
4 9
BOARD TO ALIGN ;.. .. BOARD TO ALIGN
IW/EX. FRIEZE "/EX. FRIEZE
J
STL. ANGLE BRACKET STL. ANGLE BRACKET
MODPOOL
WELDED TO POOL WELDED TO POOL
POST L POOL COVER
MODPOOL ENCLOSURE -f-- VERTICAL SIDING
TO MATCH EXISTING
MODPOOL
1 2/7/20 REVISE
No.11 Date 11 Title
REVISIONS:
I D �T�. I L 2 D ETA I L 3 D ���. I L Drawn By:
A R I"f I"1
AS SCALE : I " = 1 ' -0" A
AS SCALE: I " = 1 ' —O" 5 SCALE: I " = 1 ' —O" Date:
1/13/20
Drawing No.:
44A6
wA
OF 7 SHEETS
2020/02/07 17:24:36
INSTALL "SIMPSON
STRONG TIE" L5TA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B
RIDGE TENSION STRAP I6" O.G. TIES @ EA. END WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS I"IINir1UI"I ROOF LIVE LOADS
BY SIMPSON STRONG TIE OF HDR. FOR ONE- AND TWO- FAMILIY DWELLINGS 2015 EDITION (IN POUNDS-FORCE PER SQUARE FOOT OF WORIZONTAL PROJECTION)
I I/4' X 15" 20 GAUGE WITH
(4) SD COMMON NAILS EACI-I SIDE N
JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING
HEADER AS NOTED F- TRIBUTARY LOADED
AREA IN SQUARE FEET
RAFTER FRAMING FOR ANY STRUCTURAL
V - MEMBER
° ROOF RAFTER V IG" O.G. DOOR OR WINDOW Q RaFter to Top Plate (Toe-nailed)
° AS NOTED Holl height 8 Ft. 3-8d?4 ?$ per rafter ROOF SLOPE O TO 201 TO OVER
°
Wall height 01 - IO Ft. 4-Sd?# ?$ per rafter 1 200 600 600
0
Ceiling Joist t0 Top Plate (Toe-noiled) FLAT OR RISE LESS THAN 4 INCHES PER FOOT
00 Wall height 8 ft. 3-Sd?tt ?$ per joist (113)
20 16 16
Wall height 01 •- 10 Ft. 4-8d?tt ?$ per joist
RISE 4 INCHES PER FOOT (113) TO LESS 00
00 kf)
ROOF RIDGE Ceiling Joist to Parallel Rafter (Face-nailed) Roof Spon (ft.) THAN 12 INCHES PER FOOT (III)
16 14 14 C1 �
12 20 28 36 .--� ,
RISE 12 INCHES PER FOOT (III) AND .-+ r`
3:12 Roof Slope @ 16" o.c. 5-I6d 6-16d II-I6d 14-IM GREATER 00
A:12 Roof Ebbe @ 16" O.C. 4-16d 6-16d B-16d II-16d each lop 12 12 12
5:12 Roof Sore @ 16" o.c. 3-I6d 5-I6d 7-I6d 9-16d each lop O
7:12 Roof Sore @ 16" o.c. 3-16d 4-I6d 5-I6d b-Ibd ^^ `.
01:12 Roof Sore @ 1611 o.c. 3-I6d 3-I6d 4-I6d 5-I6d
12:12 ROOF Slope @ 16" O.C. 3-IW 3-16d 3-16d 4-16d MINIMUM UNIFORI"ILY DISTRIBUTED LIVE LOADS w 3 w
� � RI DG—�E STRAP
N.T.S. Ceiling Joist Lops Over Partitions (Fore-noiled) Roof Spon (ft.) (IN POUNDS PER SQUARE FOOT,> ,Z
12 20 28 36
TYPICAL DT
EAIL z
EXTERIOR HEADERS 3:12 Roof Slope @ 16" o.c. 5-16d 15-:6d II-I6d 14-I6d USE LIVE LOAD
4:12 Roof Slope @ 16" o.c. 4-116d 6-6d 5-I6d 11-I6d each lap
5:12 Roof 51cpe @ 16" O.C. 3-I6d 5-I6d 7-I6d 9-I6d each lap O
N.T.S. EXTERIOR BALCONIES 60
7:12 Roof Slope @ 16" o.c. 3-I6d 4-I6d 5-I6d 6-I6d 1--I
01:12 Roof Sipe @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-I6d DECKS 40 W
ROOF RAFTER 12:12 Roof 51,;:e @ 1611 O.G. 3-I6d 3-I6d 3-I6d 4-I6d ATTICS WITHOUT STORAGE 10
Collor Tie to Rafter (Foe-noiled) 6-8d per tie ATTICS WITH STORAGE 20 O
Blocking to Rafter (Toe-soiled) 2-8d each end ROOMS OTHER THAN SLEEPING ROOMS 40
se,"0 x 1211 L. x 3'-0" O.G. ANCHOR Rim Board to Rafter (Er!-noiled) 2-I6d each end SLEEPING ROOMS30
BOLTS W/ 311x311 SO. STL WASHER. h'I"I Q
(I'-O" FROM CORNERS) WALL FRAMING O
AS PER TABLE 4 Top Plate to Top Plate (ace-noiled) 2-I6d?! per foot 0
a
TOP PLATE Top Plates of Intersection (Fore-noiled) 4-16d joints - each side [..,
Stud to Stud (Face-noiled 2-116d 24" o.c.
Header to Header (Fore-t:1ed) I6d 16" o.c. along edges TABLE R301.2(I)
INSTALL "SIMPSON STRONG-TIE" CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA DD
H-2.5 CLIPS @ IG" O.G. 1,4/5-Bd NAILS Top or Bottom Plate to Stud (End-noiled) 2-I6d per 2x4 stud WIND DESIGN SUBJECT TO DAMAGE FROM C)
GROUND SEISMIC N
3-I6d per 2x6 stud SNOW SPEEDFROSTLINE xj M M
TOPOGRAPI-IIG SPECIAL WIND WIND-BORNE DESIGN
4-16d per 2x8 stud LOAD (MPH) EFFECTS REGION �DEBIS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO VI
Bottom Plate or Floor ,pis., Bondjoist, MPH TO HEAVY MODERATE
a; SIMPSON STRONG TIE 1'17512 Endjoist or Blocklnc (Face-noiled) 2-I6d ?! ?@ per foot
I 11411 X IG GAUGE STRAP W/
(4) ad COMMON NAILS ((5) 8d FLOOR FRAMING
COMr"ION NAILS IN GARAGE) INTO
THE ROOF RAFTER d (A) 8d "�a Joist to Sill, Top Plate a Girder (Toe-noiled) A-8d per joist
GOr'IMON NAILS ((5) 8d I'
CO -Ir�ON Bridging to Joist (Toe-rifled) 2-8d each end
NAILS IN GARAGE) INTO THE WALL
Blocking to Joist (Toe-Wiled) 2-8d each end
STUD. el
Blocking to Sill or Top %la,e (Toe-noiled) 3-I6d each block
Ledger Strip to Beam ('xe nailed) 3-I6d each joist
,I1 Joist on Ledger to Beon(Toe-noiled) 3-ad per joist GLAZING PROTECTION FROM WIND-BORNE DEBRIS
Bond Joist to Joist (Ennoiled) 3-I6d per joist W
Bond Joist to Sill or Te PLote (Toe-noiled) 2-I6d?l per foot
"75 12 DETA I L NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH MINIMUM TLIIGKN ESS OF
ROOF SHEATHING 74," AND A MAXIMUM SPAN OF V-O" FOR EVERY WINDOW. PANELS
SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH r �-•7
N.T.S. Structural Panels ad 6" EDGE/ 6" FIELD APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
5 Diagonal Board Sheathing 1
o'
]"x6" or I"x8' 2-8d each end
I"x10" or wiC 3-bid each block O
" FASTENER TYPE FASTENER SPACING A
U1\ ^ CEILING SHEATHING PANEL SPAN PANEL SPAN PANEL SPAN
„o
7" edge / 10" field
Gypsum Wallboard 5d coolers s A'-O" A'-&'
6 -0
2Y2" ae6 WD. SCREWS 16" 12" 111 I�
°, WALL SHEATHING �^
° INSTALL "SIMPSON STRONG-TIE" (see Simplified Wall v 1
a MSTA3(o STRAPS P Ira" O.G. 9 9 I6" 16" 1211 ��
Structurpl Panels 5heathin Pressure 4 Nailin 2i?" aB WD. 5GRE19
SECURE WITH 2ro- IOd NAILS Fiberboard Panels zones this page.) O
e°
°0 7/16" 8d 3" edge / 6" field
S� 25'32" bid 3" edge / 6" field
WALL—TO—FND. CONNECTIONS
"° N.T.5. Gypsum Wallboard 5d cooler 7" edge / 10" field Q
oa Har'dbOOrd $d t p'fiee Wall IN SCHEDULE ABOVE
see Sim li FA3TENER9 AS NOTED
Sheathing Pressure t Nailing
Q ° Particleboard Panels ed Zones this
<
Diagonal Board So°thinc
1'x8"Ij 2-8d r support FW�1
per pport WINDOW PLYWOOD AS NOTED
I"x10" or wide' 3-8d per support GLASS 2'X4" BRACE 0 LARGER SPANS
SIMPLIFIED WALL Sf-4EATI--IING FLOOR SHEATHING
PRESSURE d NAILING ZONES I�
Structural Panels
11' or less 8d 6' edge / 12 field SSILDow
greater than 1" lod b" edge / G" field
z Diagonal Board Sheathing
I"x6" or I"z8" 2-8d per support
Ill 1"x1011 or wider 3-8d per supportOL
O
° --I ?! Nailing regvirments are bacon wall sheathing nailed 6" on-center at the panel edge. If wall aheathin ~�
��((�� PLYWOOD STORM PANEL rTl O
o° V` U1 is nailed 3" on-center at thenel edge to obtain higher shear capacities, nailing requirments for "SHUTTER" DETAIL W
I Q structural members shat! beubled, or alternate connectors, such as shear plates, shall be used to
.0
maintain the load pothi.
° I ?@ When wall sheathing Is carious over connected members, the tabulated number of nails shall be
o T \
permitted to be reduced to A nail per foot. /� v
•
° 01 � a W rl
0 10 01
a NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANI"i
STABG DETAIL FOREST AND PAPER ASSOCIATION (AF t PA) WOOD FRArIE CONSTRUCTION I"IANUAL
N.T•S.
�1 WALL SHEATHING NAILING SCHEDULE FOR ONE AND TWO FAMLY DWELLINGS, IgGS SBC NIGH WIND EDITION, SECTION 2.
ZONE 5 ZONE 6
FIELD 4" O.G. 811 O.G.
INSTALL 11SIMPSON STRONG-TIE" EDGE
N-G TIES C-D 1611 O.G. W/S-8d NAILS 3" O.G. 4" O.G.
H6 :i
ALL %?" EXT. PLYWOOD WALL SHEATHING TO SE SECURED
i WITH Gd COMMON NAILS- 2" x II%2" GA. - PATTERN AS
H6 '; INSTALL I'5ir-1P5ON STRONG-TIE" INDICATED ABOVE.
LTP4 ANCHORS C@ Ira" O.G. W/
12- ad NAIL5
'o
I
o
5/,"0 x 1211 L. x 3'-0" O.G. ANCHOR COP'IPONENT AND CLADDING PRESSURE ZONES
BOLTS V4/ 2"x2" SO. STL WASHER. NUME3ERS INDIA-FE NAILING ZONES
SP (1'-O" FROI"I CORNERS)
LTP4 AS PER TABLE 3.2A & 3.2B
ROOF SHEATHING NAILING SCHEDULE
LTP4
+ ZONE I ZONE 2 ZONE 3 ZONE 4
•:�.. 1 2/7/20 REVISE
No. Date Titic
FIELDREVISIONS:
8" O.G. 12" O.G. 3" O.G. 4" O.G.
EDGE
4" O.C. 6" O.C. 311 O.G. 3" O.C.
Drawn By:
ALL %2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED RI"II"I
WITH 8d COMMON NAILS- 2%211 x 10%" GA. - PATTERN AS
INDICATED ABOVE. Date:
S�' FLR. —TO— FND. CONNECTIONS
1/13/20
N.T.5.
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS
F� REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
Drawing No.:
MEMSERS" - TABLE R-602.3 (I) OF THE RESIDENTIAL
CODE OF NEW YORK STATE.
NOTE: PROVIDE CONTINUOUS LOAD PATH
F ROI"I RIDGE TO FOU N DATION . A7
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PROJECT: 2020-001
DRAWN BY: QMS
CHECKED BY: JC
DATE: FEB. 20, 20-20
SCALE: 4" = 1'-0"
SHEET NO:
PROPOSED SECOND FLOOR