HomeMy WebLinkAbout41611-Z ��Q�D�UrtFQt,�ipG� Town of Southold 12/1/2017
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39370 Date: 12/1/2017
THIS CERTIFIES that the building ALTERATION
Location of Property: 3855 Mill Ln., Mattituck
SCTM#: 473889 Sec/Block/Lot: 107.4-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/25/2017 pursuant to which Building Permit No. 41611 dated 5/5/2017
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"ALTERATIONS INCLUDING CONVERSION OF PORCH INTO LIVING SPACE IN AN EXISTING
ONE FAMILY DWELLING
The certificate is issued to Rice,Timothy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41611 11-21-2017
PLUMBERS CERTIFICATION DATED 11-27-2017 rad Piecuch
A t ed Signature
g�FEot,r�, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41611 Date: 5/5/2017
Permission is hereby granted to:
Rice, Timothy
3855 Mill Ln
Mattituck, NY 11952
To: legalize as built alterations (under construction) to an existing single family as applied
for.
At premises located at:
3855 Mill Ln., Mattituck
SCTM #473889
Sec/Block/Lot# 107.4-3
Pursuant to application dated 4/25/2017 and approved by the Building Inspector.
To expire on 11/4/2018.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $400.00
CO -ALTERATION TO DWELLING $50.00
tat: $450.00
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
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. �/Z y//-2
New Construction: Old or Pre-existing Building: (check one)
Location of Property:_ sS `yl<<L LA•J E A.4 777/7b `.�°
House No. Street Hamlet
Owner or Owners of Property:_A-,",e, Re cic—
Suffolk County Tax Map No 1000, Section 1.0 -2 Block Lot
Subdivision Filed Map. Lot:
Permit No. (0 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary
yCertificate Final Certificate: V (check one)
Fee Submitted: $ J�
A 1
I OF SOI�jg®!
Town Hall Annex Telephone(631)765-1802
54375 Main Road cmFax(631)765-9502
P.O.Box 1179 ® roger.richert(d)-town.so Litho Id.ny.us
Southold,NY 11971-0959 Q
couffm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Rice
Address: 3855 Mill Lane city Mattituck st: New York zip: 11952
Building Permit#: 41611 Section: 107 Block: 4 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Platinum East Electric License No: 34091-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 Ceiling Fixtures 4 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 26 CO Detectors
Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps
Transformer Appliances pW Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 5 Twist Lock Exit Fixtures TVSs
Other Equipment: 1- Range Hood, 2- Bath Fans, 1- Paddle Fan, 3-ARC Fault Circuit Breakers,
2- GFCI Circuit Breakers,1- Combination GFCI-ARC Fault Circuit Breaker.
Notes:
Inspector Signature: Date: November 21, 2017
0-Cert Electrical Compliance Form.xls
Mr 0
,moo �o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 4
Southold,NY 11971-0959
V,tl '
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: j l IZ 71/7
Building Permit No. y/6//
Owner: Rice
(Please print)
Plumber: rgd Pie(uCA
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
0
Q (Plumbers Signature)
Sworn to before me this
day of Nodknn 20j' 06NNIE D.BUNCH
Notary Public,State of New York
No.01 BU6185050
Qualified in Suffolk4
Commission Expires Aprili1it 14,
Notary Public, SU-K -IX- County
50Ur'yo�o
y
TOWN OF SOUTHOLD BUILDING DEPT.
765-18®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 1� �J / INSPECTOR
Toll ly
�o� olo
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPEC - ION ,
[ ] FOUNDATION 1ST [ ROUGH PLEIG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRER ISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL)
-fAlyw
REMARKS:
wl"A 910VA uwl
DATE ?tel INSPECTOR M
Of SOUjyolo
l o
l
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE /7 INSPECTOR "�
SOUIyo - -
�ycOUMV
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ 1/1 RE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARK4: I Ki (Avivism I
� &�A4�q�
a iimK./-'
DATE INSPECTOR
OP SO�Tyo� -
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
)
f
DATE INSPECTOR IE5Z9�:)
OF SOUjyO�
�'y000M'10c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) / ' ] ELECTRICAL (FINAL)
REMARKS:
DATE �� INSPECTOR l
SOF SO(/T�,o
Coulon
�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: `Am;nc� ,Y2 �l
DATE l �' INSPECTOR
J.P. HUNTER E TER.fC RISE 9 INC.
HUNTER ENSgJLATI®N w HUNTER HARDWOOD FLOORING
675 Elton Street,Riverhead,NY 11901 (631) 283-4120 fax(631)283-4163
November 29, 2017
RE: Rice Residence 3855 Mill Ln Mattituck
To Whom It May Concern,
The above referenced house was insulated as follows:
Insulate rear porch ceiling with 8" R-30 open cell foam.
Insulate walls with (including room connected to porch) 3" R-21 closed cell foam.
Crawl space ceiling with 3" R-21 closed cell foam.
Insulate crawl space ceiling under east wing with 3" R-21 closed cell foam.
Sound deaden 15t floor ceiling in right rear room with 6" mineral fiber.
Sincerely,
Kenneth Brauner
NOV 3 0 2017 1.
.n
TOWN OF SOUIROLD
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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 119.71- 4 sets of Building Plans ✓
TEL: (631) 765-1802 Planning Board approval'
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. d Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application_L,,'
D �� n� Flood Permit
Examined .120 V D Single&Separate ,
Truss Identification Form
APR' 2 5 2017 Storm-Water Assessment Form__Z
Contact: n
Approved 20 B G T. Mail to: 5C)e4dJ
Disapprov a/ OF SO OLA
- - ` Phone:_
Expiration ,20
p
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date2%?__
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building-shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.,
e of applicant or name,if a corporation)
l7 S� </A S B�— ��4n IVA Tr/ru-� A& l/.75Z
(Mailing address of applicant) '
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises C4rv1�526,y /fir(2E
-(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
3? 'S M/U_ MA 7�1-17-0ct
House Number Street ,,; , p Hamlet-
County Tax Map No. 1000' Sectiones 'B'ldck` t� Lot
- , ��,•,:_„� ,,,,qua��� ,-,_�;;• T.
Scott A. Russell ,��°SU �v SIF O IKIMMA IFIEIR�
SUPERVISOR -1 I��l[A NA\GIEMIENIF
SOUTHOLD TOWN HALL-P.O.Box 1179 0
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑EfA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑[✓"B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[]l"'C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑91). Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. r
❑ (E. Site preparation within the one-hundred-year f loodplain as depicted
❑don FIRM Map of any watercourse.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. °`: 1000 Date.
� -�
District
,, ZaNAME- �O D4 -7 q
Section Block Lot
Is p I'M
q /_ FOR BUILDING DEPARTMENT USE ONLY
Contact Informa I 7/ [ / �5�
rrekph—NumbM
Reviewed By: Lw
Date. `j—/7
Property Address/Location of Construction Work: dAp
- - - - - - - - - - - - - -
proved for processing Building Permit.
R1ct GAS i✓W i�i ru[. lmwater Management Control Plan Not Required.
OP Stormwater Management Control Plan is Required.
I I I I L El (Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
pF SO�ryo!
o
Town Hall Annex Telephone(631)765-1802
54375 Main Road H ,,aax(631)765- 5
P.O.Box 1179 G� • O roger.richert�iOWn.sout o .ny.us
Southold,NY 11971-0959 01
4UM'l,
BUILDING DEPARTMENT V C�
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: 'lam IT14 Date: -
Company Name: A.1V,.L C , 0(tC1
MCC INC
-
Nam--e:--- --- -- - -
- - --- -
License No.: 3 y 0 _ Gr
Address: 13 n Lc; wvfS o rV1oc.
Phone No.: Cp-31 - t)(.S- I q,2
JOBSITE INFORMATION: (*Indicates required information)
*Name: ri C'(-w-
.Address:
*Address: 79-S-S- MILS
*Cross Street:
*Phone No.:
Permit No.: 4W
b t
Tax Map District: 1000 Section:o— Block:.— Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clear ) 2 S —
c�
(Please Circle All That Apply)
*Is job ready for inspection: YES / NO Rough In Final
*Do you need a Temp Certificate: YES / NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
- las-
e
82-Request forinspection Form
I
MILL. LANE
S. I8o 5810"E . 234. 71'
frld `? !{ 1AW1 Cl r r . 's l �I{ �Ot;E� , . :
0.4`S.
Cn
ul
' 1 roof oveth,Zon9
Q yv00� iC , i 23 4, t- Gam`)
• Off ,_rn 8iii tial r B.2' w =` � �/ � in r} r ;.�
i,a X03' i,Criii .k* P zr/zs�y Zq` bay
jr hSd.
!/2'T/y
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ar 0
Q , nron. AREA= 34,840 sq'-ft.
W . • W
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monT
N. ,I9* -51 - 208' W- 262 .47
N/O/F
ROBERT & LORI WHITE
SURVEY FOR
CERTIFIED TO;
-D S, AMERICAN TITLE INSURANCE COMPANY NANO Y BU TKUS
NANCY SUTKUS
LONG, ISLAND SAVINGS BANK AT MATTITUC K
' � TOWN OF SOU THOLD
SUFFOLK COUNTY N.Y
Prepared in accordance with the minimum
L, =`u3" Y. IC. N0. 49518 1000 - 107 - 04 - 03
standards for title' surveys as established
PECONI 'y p G by the L.f.A.L.S and approved and,I adopted SCALE 1" = 4 O
for such use by The New York State Land
(516) 76DW Title Association. Dec. it 'i997
P. 0. BOX
MAIN ROAD
SOUTHOLD, N.Y. 11971
86 - 22r
1
CNJ/ REScheck Software Version 4.6.3
Compliance Certificate
Project Rice Residence
Energy Code: 2015 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Alteration
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
3855 Mill Road John Condon
Mattituck, NY 11952 Condon Engineering, PC
1755 Sigsbee Road
Mattituck, NY 11952
631-298-1986
' .. eG. l.'�e Y1 iC�}ilt.`QF T.v'. IT.Lf y�1
>'. -^ 'J 1
a o - .a.,�'v'," ;x�;,,
Envelope Assemblies
Gross Area Cavity Cont. U-Factor UA
Assembly or R-Value R�Value
Perimeter
Wall 1:Wood Frame, 16" o.c. 549 21.0 2.0 0.050 20
Comment:2" closed cell foam withy R-13 unfaced batts
Window 1:Wood Frame:Double Pane with Low-E 80 0.300 24
SHGC: 0.31
Window 2:Wood Frame:Double Pane with Low-E 56 0.300 17
SHGC: 0.31
Door 2: Glass 20 0.300 6
SHGC: 0.24
Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 434 18.0 2.0 0.045 20
Comment: 3" closed cell foam
Ceiling 1: Cathedral Ceiling 276 39.0 2.0 0.025 7
Comment: 3" closed cell foam withy R-21 unfaced batts
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.3 and to comply with the mandatory requirements ' d in the REScheck Inspection Checklist.
John) Condon
Name-Title Sign Dat
Project Title: Rice Residence Report date: 04/19/17
Data filename: D:\Condon Eng i nee ri ng\STRUCTURAL\Ri ce\Rice.rck Pagel of 9
Section «,.,-,,ks, •• };:la? ._u a,F:q.,,
Foundation.lnspection Complies? Comments/Assumptions ' ,^sctr,,. y'"
&Req.ID
303.2.1 SA protective covering is installed to ;❑Complies
[FO11]2 )protect exposed exterior insulation :,F-]Does Not
U {and extends a minimum of 6 in.below ;❑Not Observable
tigrade. ;❑Not Applicable
403.9 .Snow-and ice-melting system controls;❑Complies
rFO12]2- installed. ;❑Does Not
L'J ; ;❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medwm Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Rice Residence Report date: 04/19/17
Data filename: D:\Condon Engineering\STRUCTURAL\Rice\Rice.rck Page 3 of 9
I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3)
Project Title: Rice Residence Report date: 04/19/17
Data filename: D:\Condon Engineering\STRUCTURAL\Rice\Rice.rck Page 5 of 9
:,t• 401-
P t 'S:,
.Plans Verified Field Verified 'h r ':t :; s'.=' ''r.5x, n,'}4, ='•i•�`•'
.f, "`#''°c''t•'P.Inal'I;rispectionP.rovisions' Complies? Gommerits%A`ssumptions'-
'Value Value
402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies
402,2.1, ;❑ Wood ;❑ Wood ;❑Does Not Itable for values.
402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable ;
402.2.6 !❑Not Applicable
[Fill' ;
303.1.1.1,;Ceiling insulation installed per x;'t;;' ''' ; ;`;' '_4 ❑Complies ;
303.2 manufacturer's instructions. ❑Does Not
[F12]1 :Blown insulation marked every ❑Not Observable '
300 ftz. ;;
❑Not Applicable ;
402.2.3 Vented attics with air permeable ❑Complies ,
[FI22]2 insulation include baffle adjacent ° = ❑Does Not ;
to soffit and eave vents that []Not Observable
I extends over insulation.
IElNot Applicable
402.2.4 Attic access hatch and door ; R- R- ;❑Complies ;
[F[3]1 :insulation >:R-value of the ;❑Does Not
;adjacent assembly. ;❑Not Observable
❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies
[FI17]1 :ach in Climate Zones 1-2, and ;❑Does Not ;
<=3 ach in Climate Zones 3-8. ;
;❑Not Observable
❑Not Applicable
403.2.3 ;,Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies
[F14]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not ;
<=3 cfm/100 ft2 without air ;❑Not Observable
,handler @ 25 Pa. For rough-in i ;❑Not Applicable '
:tests,verification may need to ;
;occur during Framing Inspection. ;
403.3.2 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies
[F127]1 determine air leakage with ft2 ft2 ;❑Does Not ,
either: Rough-in test:Total ![]Not Observable
leakage measured with a ;❑Not Applicable
pressure differential of 0.1 inch
;w.g.across the system including ; I
the manufacturer's air handler
enclosure if installed at time of
'test. Postconstruction test:Total ;
leakage measured with a
pressure differential of 0.1 inch ;
w.g.across the entire system
including the manufacturer's air
handler enclosure. ;
403.3.2.1 ;Air handler leakage designated ❑Complies
[FI24]1 by manufacturer at<=2%of E]Does Not ;
;design air flow. ,' #❑Not Observable
❑Not Applicable
403.1.1 'Programmable thermostats ► : - []Complies ;
[FI9]2 installed for control of primary ,❑Does Not ;
heating and cooling systems and ❑Not Observable
initially set by manufacturer to ❑Not Applicable
code specifications.
403,1.2 Heat pump thermostat installed ❑Complies
[FI10]2 on heat pumps. ❑Does Not ;
a ❑Not Observable
❑Not Applicable
403.5.1 i Circulating service hot water 1. ❑Complies
[Fl 1112 systems have automatic or ❑Does Not ;
jaccessible manual controls. ❑Not Observable
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Rice Residence Report date: 04/19/17
Data filename: D:\Condon Engineering\STRUCTURAL\Rice\Rice.rck " Page 7 of 9
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Additional Comments/Assumptions:
111High Impact(Tier l) 2 medium impact(Tier 2) 3 1 Low impact(Tier 3)
Project Title: Rice Residence Report date: 04/19/17
Data filename: D:\Condon Engineering\STRUCTURAL\Rice\Rice.rck Page 9 of 9
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AFTER STRAP
AT EACH RAFTER TAIL
SIMPSON LSTA36
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SIMPSON H2A HURRICANE TIES STRAP
AT EACH RAFTER TAIL
TYPICAL RAFTER TYPICAL WALL AND SILL
INSULATE EXPOSED WALLS WITH 31/2" STRAPPING DETAIL STRAPPING DETAIL
CLOSED CELL FOAM R-21 MIN.
EX.8"BRICK FOUNDATION
EX.WINDOW I If
HSS 4X4X3/8 UP
HSS 4X4X3/8
I ANDERSON TW21042-3 ---- --- J----- -- - 1/2"GYPSU V ON WALLS
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AND CEILING (TYP.)
L — J L— J 0� HSS 4X4X3/8 0
HSS 4X4X3/8 EX.2X4 WALLS TO BE ' KITCHEN SIMPSON LSTA36
30"X30"X10"P.C.FTG RE-FRAMED AS NECESSARY @J
36"X22"X10"P.C.FIG NO REBAR O ----�---- -� - ----;f--- STRAP
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NO REBAR
z 112"GYPSUM ON WALLS NOTE:
`t AND CEILING(TYP.) _-._'T--- ------------------T- --1
---E-3 Ej PROVIDE 2 STRAPS EACH SIDE FOR WINDOW
t_ HEADERS OVER 5' LONG.
EX.CRAWL SPACE EX PUMP PIT r4F
R co INSULATE CEILING WITH 3"CLOSED �_INSULATE FLOOR UNDER KITCHEN
— 31/2"0 S D.AIP(=COLUMN i CELL FOAM+R-21 UNFACED BATTS WITH 3"CLOSED CELL FOAM R-18 MIN. TYPICAL WINDOW AND DOOR HEADER
R-39 MIN. (3)13/4"X 71/4"L +(2)1/2"FP"FLUSH STRAPPING DETAIL E
- - - - - - - - - - - - - - ACHCORNER
EX.8"BRICK FOUNDATION •——I �'�'� �, o PORCH (3)2X4 POST NTS
(3) �/) i ¢ INSULATE FLOOR UNDER KITCHEN
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N REMOVE EX.LOAD
M ' X.2X8 RAFTERS 16.O.C. BEARING WALLS HSS 4 X 4
NEW 2X12 FJ @ 16.O.C. � � —
z
X.2X6 CJ @ 16'O.C.
HSS 4X4X3/8 UP 12•X 12'X CK
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W ANDERSON TW21042-3
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JUNFACED BATTS R-31 MIN. 2
36"X22"X10"P.C.FTG 30"X30"X10"P.C.FTG U_ 3112"0 STEEL PIPE COLUMN
NO REBAR NO REBAR
INSULATE EXPOSED WALLS WITH 3112"
•X X
CLOSED CELL FOAM R-21 MIN. BPL
BASE PLATE
N
12"
EX.WINDOW A.
FOUNDATION AND 1ST FLOOR FRAMING PLAN 1 ST FLOOR PLAN AND 2ND FLOOR FRAMING PLAN 4-5/8"0ANCHOR BOLTS
SCALE 1/4"=1'-0" SCALE 1/4"=1'-0"
314"STEEL SASE PLATE 4,000 PSI NON SHRINK
2" GROUT PEDESTAL
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RODS AT I2"O.C.
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M
X-0"(OR AS NOTED ON FLANS)
TYPICAL ISOLATED FOOTING DETAIL
SCALE: 1"=1'-0*
(3) 13/4'X 7.25" LVL 5/8"0 Bolts
1s•
SIDING TO MATCH EXISTING SIDING TO MATCH EXISTING SIDING TOMATCH ---- ------- - - _-- -—-—-—- ------_,..----
�--( 3Y4' T
ANDERSON FWH30611 2'
(2)0.5"A36 Steel
Flitch Plate FLITCH BEAM DETAILS
REVISIONS
SCALE 1"=1'-0"
./ J
ANDERSON TW21042-3 ANDERSON TW21042-3 ANDERSON TW3042-2 ANDERSON TW13042-2
[q
PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATIONp� �rss"'' 'P
SCALE 114"=T-0* SCALE 1/4"=T-17 SCALE 1/4"=V-0"
Scale:ASSHOWN Condon Engineering, P C RICE RESIDENCE
Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 3855 MILL LANE
Education Law,Article 145,Section 7209,for any person unless acting under the 1755 SigSbee Road MATTITUCK, NEW YORK
direction of a licensed Professional Engineer,Architect,or Land Surveyor,to atter any Drawn by:JJC Mattituck New York 11952
Rem in any way.ff an item bearing the seal of an Engineer,Architect,or Land Surveyor is
altered,the altering Engineer,ArchrftecL or Land Surveyor shall affix to the item his/her (631)298-1986 (631)298-2651 Fax FRAMING PLANS
seal and the notation'Altered by followed by his/her signature and the date of such Date:4/21/2017 WWW.condonen ineerin .com
alterations,and a specific description of the alteration. g g AND DETAILS
Foundation Notes:
Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) The contractor is to verify all measurements in the field and any discrepancies are to be Framing Notes:
Number of Number of brought to the attention of the Engineer prior to construction.
Joint Description Common Nails Box Nails Nail Spacinq The contractor is to verify all measurements in the field and any discrepancies are to be brought to the
ROOF NAILING
1. All concrete 3,500 psi after 28 days minimum. attention of the Engineer prior to construction.
Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter
Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist 2. All rebar ASTM A-615 Grade 60. Wood Framing
Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap
Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications:
Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footiings are
Blocking to Rafter(Toe nailed) 2-8d 2-10d each end to be installed a minimum of 3' below grade unless indicated otherwise. Fb=825 psi
Rim Board to Rafter End Nailed 2-16d 3-16d each end Fv=95 psi
WALL FRAMING Fe perp=625 psi
4. The Engineer is to be contacted if unacceptable or questionable soil is encoumtered E=1,600,000 psi
Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot during excavation. Unacceptable soil is soil containing clay and/or organic material.Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side 2. All Laminated Veneer Lumber is to have the following minimum specifications:
Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c.
Header to Header,(Face-nailed) 16d 16d 16"o.c.along edges 10. Underpin existing foundation if necessary. Connect existing footing to new footings
Fb=2,900 psi and wall tops with No.5 rebar dowels.
NOTES:
Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud Fv=290 psi
Fc perp=650 psi General
Suggested Underpinning Procedures: E=2,000,000 psi
1 -Occupancy classification-Residential Group R-3
Bottom Plate to Flloor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d(1,2) per foot a) Underpin prior to addition of any new loads on wall. 3. All Laminated Structural Lumber is to have the following minimum specifications:
FLOOR FRAMING 2-Type 5-Wood framed construction to be utilized.
b Excavate small exploratory it at exterior wall to determine depth and widths of Fb=2,800 psi
Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist ) p ry p p Fv=290 psi 3-Building height-24't,fire area-434 S.F.
Bridging to Joist(Toe-nailed) 2-8d 2-10d each end existing footing. Inform Architect/Engineer of findings before proceeding. Fc perp=74o psi
Blockingto Joist Toe-nailed 2-8d 2-10d each end E=2,100,000 psi f ) P 4-All work to be in accordance with the current Building Code of
Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block c) Upon receiving approval, excavate to the top of the existing footing for the entire New York State.
Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist length of the area to be underpinned on both sides of the foundation wall.Remove 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications:
Joist on Ledger to)Beam(Toe-nailed) 3-8d -10d per foist interior concrete floor as necessarY• discrepancies are to be brought to the attention of the Engineer
Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Fb=975 psi 5-The contractor is to verify all measurements in the field and any
Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot
Fv=175 psi g g
ROOF SHEATHING d) Excavate by hand below the existing footing at no more than 3 foot lengths. Fc perp=565 psi prior to construction.
Structural Panels 8d 10d (Detail sheet S-4) E=1,600,000 psi
Electrical Notes:
e) Install a key way between sections. Allow 7 days Curing. 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in
Back fill and replace interior floor as necessary.
accordance with the manufacturer's specifications. 1-All electrical work shall be installed by the owner.
f) '
CEILING SHEATHING 6. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated 2-All electrical iwork shall be in accordance with the National Electric
Gypsum Wallboard 5d coolers 5d coolers 7"edge 110'field g) During the underpinning procedure, monitor the existing foundation wall for connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All Code.
WALL SHEATHING excessive movement and/or cracks. Notify the Architect/Engineer if movement connectors,straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. LEGEND:
3-All smoke detectors shall be installed in accordance with NFPA 72
Structural Panels 8d 10d 6"edge/12"field and/or cracks are noted. 7. All floor sheathing is to be 23/32 inch AC type plywood,tongue and groove,with an APA span rating of 1. LVL= LAMINATED VENEER LUMBER and local codes.
Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field 48/24.Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. field).YP g 11. Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities in existing 4-The detectors are to be wired to the building's main electrical service
FLOOR SHEATHING wall for three feet from new wall. 8. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs 2. WINDOW AND DOOR HEADERS TO BE(2) and be equipped)with battery back-up.
as per the nailing schedule on this sheet. 2X8 HEADERS WITH (2)2X STUD POST
Structural Panels UNLESS OTHERWISE SPECIFIED ON THE 5-The detectors shall be wired so that operation of any smoke detector
1"or less 8d 10d 6"edge/12"field 9. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. CLANS shall cause the alarm to sound at the others.
(1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall
be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed3 inches oncenter at the panel edge 10. Double joists are to be installed below parallel walls. 6-Carbon monoxide detectors must be installed on each floor of the
to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or albmate connectors shall 3. ?ALL POSTS TO BE(2)2X STUD POSTS buildingaccordance with Suffolk County specifications,
�In ty fications.
to11. Blocking is to be installed at all point load bearing points. UNLESS OTHERWISE SPECIFIED ON THE
be used to maintain load path.
(2)When wall sheathing is continuous over connected members,the tabulated number of nails shall)e permitted to be PLANS.
12. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise.
reduced to 1 -16(1 nail per foot.
WINDOW SCHEDULE:
13. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 NOTE:ALL NNDOWS TO HAVE SCREENS.
Stainless Steel. I DESCRIPTION MANUFACTURER ROUGH OPENING U JSHGC14. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. TW3042-2 ANDERSON 6'-3 7/8'X 4'-4 7/8' 0.30 TW21042-3 ANDERSON 8'-115/8'X 4'�4 7/8' 0.30
19. Contractor to coordinate boxing out of framing for all mechanical,plumbing and electrical equipment with I.Sign Loads:
PLUMBING NOTES: the architect,subcontractors and engineer. +. FWH31611 ANDERSON 3'-1'X 6'-11' 0.30 0.24
-Rif-Live Load-30 psf Based on ASCE-7 and WINDOW NOTES:
General Steel P=25 psf per Figure R301.2(5)
-[ad Load-15 psf 1 -Windows and doors are to be equipped with removable plywood
*All work and materials shall be in accordance with the New York State Building Code and Local Plumbing Codes. 1. All steel is to be ASTM Specification A-36 panels as shown in details or shall meet the requirements of the Large
-W Floor -Live Load-30 psf Missile Test of ASTM E 1996 for 130 mile per hour wind loads.
Water Supply 2. All bolted connections are to be made with A-325 bolts. -Dead Load-15 psf
*All water lines within the buildings are to be T "L"copper tubing all water lines routed below round are to be -"Floor -Live Load-40 psf 2-Windows shown are manufactured by Anderson.
9 Type PPe 9 9 3. Square,rectangular and circular columns are to be ASTM Specification A500.
Type K copper.All solder joints are to be made with lead free solder in accordance with local and State Codes. -Dead Load-15 psf
3-Color,style and type of window to be verified by the owner.
E.P.{;�� � * 4, All columns are to be bolted to steel girders with�'bolts or unless otherwise shown on the plans.
All water supply piping is to be insulated with 1 inch thick cylindrical molded glass fiber type insulation with a 3Y Ib.density. -Id Loads-130 mph-ASCE-7
� �° '` I''' " "� ' '' `- �'r FS OF 5. 112"web stiffeners are to be installed at all point load bearing points and over all column supports. 8125.8 psf(Exposure B) 4-Rough openings to be verified by the contractor before framing.
F �?tr _� _-�. �..._ r, RC&C Loads:
n All water supply piping is to be pressure tested.The initial test is with no connection to the fixtures and is to be done
TOWN CODES PPYPP 9
-27.0
7-7_t ,,,^.A; i�� < i,�,1 FO; 1 �<, R ECS U I�-i E D A"11 � ;l r �� �:- by capping all openings and pressurizing the piping system with compressed air to a minimum pressure of 150 psig. 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. psf(Zone 1) -Meets egressible codes for fire evacuation.
f" ' '-�`' O F The pressure is to monitored for 2 hours and will be considered to be leak free if the pressure remains constant during -44.6 psf(Zone 2)
" ry r ` `-n --- �; ,��D TO�,�_Zi?,a the test period.After successful completion of this test,the fixtures are to be connected and the system is to be tested -67.0 psf(Zone 3)
1. r�t./'.�I��,,� V�..,'i - „�,''l ) �',F-�~t i.i i;e'_U 'M +��E
`C) ? NC�J` �� C1,:,,", Y VIC&C Loads:
0. , :_ at a pressure of 90 psig for a period of 2 hours. 5. All weld joints are to use E70XX electrodes.
s . RD 6. All girder splices are to be made above columns. -31.6 psf(Zone 4)
3. I' '_ii P;TiON -�M---•- w-.. `'�'' r+' i '"tt ;* � *The water supply system shall be cleaned by filling the system with water/chlorine solution with at least 50 ppm of chlorine. -38.0 psf(Zone 5)
-_. J
4. Ri The piping is to isolated and allowed to stand for a period of 24 hours.The system is to be flushed at the completion of the test. 7. Steel is to be prime coated.
r3" CGI�,'PLI 1 Fe FOF, C.O.
""'� T BUILDING IS DESIGNED AS AN ENCLOSED
t".i..L CGI'S i+ ' 'i I I SLIPJ_L P:, T T I E
(�Et�UiRFf�1FL!Ta' Gi" i h�CC?t7�:S OF N 1^�' *Shower and tub supply valves are to be temperature-actuated flow reduction type devices. SJCTURE.
7. All steel located on the exterior to be galvanized.
.TATE. P'0T R� SI'0� Sin' E FGF,
F _ *Install ball valves at the locations shown on this drawing.Also installed gate valves for hot and cold water at all fixtures. All 8, Unless indicated otherwise,all columns are to be bolted to steel girders with Y"bolts.
DE. ;Gr! OR CO,1:)TRUCT!Okl ERt,OR,:. exposed water supply and waste piping to fixtures and the valves are to be 67%brass pipe chromium plated.
Desigrteria-NYS Residential Code R301.2.1.1 and utilized the
9. The flanges of all beams within or above and below parallel walls are to be drilled with 1/2"0 bolt holes to methoad procedures stipulated in Chapter 2 Engineered Design and
*Run water supply piping to fixtures concealed within walls and horizontally to fixtures.All pipes are to be equipped with chrome enable the steel to be secured to the framing. ChaptPrescrfptive Design in the American Forest and Paper
r �, RETAIN STORM WATER RUNOFF plated eschuteons at all exposed floor and wall penetrations. Assocn Wood Frame Construction Manual for One and Two Family
q�aGU�Y` "Y OR
PURSUANT TO CHAPTER 236 10. Steel fabricator to provide 9/16"diameter holes spaced at 16"o.c.staggered as necessary to enable steel Dwellirnits-High Wind Addition and ASCE 7.
OF THE TOWN CODE. Waste to be secured to wood plates to the top and bottom flanges and packing to the web as necessary.
E U LAt �l L
VPri i T CER'j
RTI
F /t E *All horizontal waste and vent runs of 2 inch waste pipe are to pitched atY4 inch per foot.The 3 and 4 inch wastee
i i f 7\ and vent piping should also have ay inch per foot pitch wherever possible with a minimum pitch of Y8 inch per foot.
rN t OUCUPANCY REVISIONS
*Provide all vents shown in the drawings,as required by the Plumbing Code,and as necessary to prevent siphonage
or back pressure on the trap seals.
*Provide cleanouts as shown in the drawings.Provide 18 inch clearance at all trap locations. 140 OF jVFtjl
*All waste and vent pipes and water supply pipes shall be supported by pipe hangers.The hangers shall be!installed
��Q. ��
at a maximum spacing of 4 feet.All vertical runs are to be supported as required by local and State Codes. CLIMATIC ASEOGRAPHIC DESIGN CRITERIA CO
Ground Snow Load Wind Speed Seismic Wering Frost Line Termite Decay Winter Design Ice Shield Flood Hazards ~; d
* Pressure Test all waste and vent piping at the completion of rough in.Tightly close all openings in the Opiing system, _
and fill with water to a point of overflow,but not less than 10 foot head of water.The water level is to remain level for a Depth Temp. Undedayment 01
minimum of 15 minutes to be considered leak free. Required
* 25 psf 130 mph B Se . 36 in. Moderate Slight to p9
11°F Yes None OFESS10 0'
All foundation wall penetrations are to be sealed with concrete and water proofed on the exterior side of the penetration. to Heavy Moderate �..,�
Water supply and gas line penetrations are to be equipped with sleeves.
Scale:AS SHOWN Condon Enaineerina, P.C. RICE RESIDENCE
Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State �J �J 3855 MILL LANE
Education Law,Article 145,Section 7209,for any person unless acting under the 1755 Sigsbee Road MATTITUCK, NEW YORK
direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any Drawn by,JJC Mattituek New York 11952
Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is
altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her (631)298-1986 (631)298-2651 Fax NOTES AND
seal and the notation'Altered by'followed by his/her signature and the date of such Date:4/21/2017
cific description of the alteration. www.condonengineedng.com
alterations,and a spe
SPECIFICATIONS