HomeMy WebLinkAbout43634-Z 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 set,of BuMing Plans
TEL: (631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey
South oldtownny.gov PERMIT NO. LQ Check,...........
Septic Form
N.Y.S.D.E.C.
Trustees
....................... .......................
C.O.Application
Flood Permit
Examined— 20 Single&Separate.........
Truss Identification Form
—Stone-Water Assessment Form
Cont wt.
2o ��,)'M1*to:J4Jf1�L-/,q/tJ J. 6KXVIDAf
Approved OWN 0-9 SOUT""L
Disapproved a/c Phone:
Expiration lb(1120
Builc actor
APPLICATION FOR BUILDING PERM'
Date 20
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 water-ways.
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
slinll 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 insp
-------------- name,if a corporation)
.............................
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
..... ................ ..................
ame of owner of premises n a ............... ..........
I s on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
..............
(Name and title of corporate officer)
s Licen
se mse
Plumbers License No,Electricians License
Other Trade's License No.
Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section —Lot.............
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 �ICt oy ,
b. Intended use and occupancy_
3. Nature of work(check which applicable):New Build Addition Alteration
Repair_ Removal �Demoliti r �Clti er Aar (
_
... ... ..
�a Descrtp tton)
4. Estimated Cost ,Fee i"
(To be pi�`�tt filing this application)
urrtts
5. If dwelling,number of dwelling units Number of dwelling otz ca 'I floor
If garage, number of cars
6. If business,commercial or tiaixed occupancy,specify iz'ii'laire'd`rtdu xtent i Yac6 type of use.
7. Dimensions of existing structures,if any:Front Rear_ Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
9. Size of lot:Front 'Rear Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO
13.Will lot be re-graded?YES_.wwww__NO X Will-excess fill be-removed from premises?YES NO X
14.Names of Owner of premises Address No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY 7 REQUIRED. �..._ .
b.Is this property wi thin 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)
S:
COUNTY OFS
w e M nw) Jl.y NI being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the L C / A v\ ^)��� ", �V A(P
(Cain ract r,Agent,CPrporate Officer,etc.)
� ---/
of said owner or owners,and is duly authorize o 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 efore me this q q
day of 20 ......1...-..
TARP U CE STATEWYER
OF NEW YORy /
Notary Public NO K Si iature of Applicant
NO,OIDW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2¢?2
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: �m (check one)
kocation of Property: .50 VrH Ha
House No. St,tie G
`(Owner or Owners of Property: ! /LL
Suffolk County Tax Map No 1000, Section Block - Lot CS? c3k
Subdivision Filed Map, Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: ........ „m „„r„Underwriters Approval:
Planning Board Approval: w
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
ca
L4A
i nt Signature
Scott
A. Russell S' C'c0�]t�I�� WA' IEIK
SUPERVISOR IM A NA.G]EMIENT
SOUTHOLD TOWN HALL-P.0.Box 1179 Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971
CHAPTER 236 - STOR.. AT'ER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOS TIES PRojECT INVOLVE OF THE
FOLLOWING:
(CHECK ALL THAT APPLY)
Yc o
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
[� B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one-hundred-year floodplain as depicted
on 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
psurfaces.
ofi - .mm � ...
in-kind replacementm ervlous
If you answered NO to all of the questions
Signature, Contact Information, Date & above, Complete the Applicant section below with your Name,
County Tax Map Number'
Chapter 23e does not apply to your project.
STOP!__ �. ...�..�_ ... ....
— 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 B2c ing Department wit your Building Permit Application.
r,Design ProfesstonaL Agent,Cont # 00 L?aQe
APPLICANT: (Property Owner, _ ractor,Othmm
ww er) S.C.T.M. 10
�y
Vt�mm �1lstrlct
� ... ..�. - n Bock Lot
RTME E ONLY
_ _—....— ►F OR BUILDING
NT USE �►
' r � I
Contact Inform �'
.� O' � Reviewed By:
Date
s /Location of t: rt�trtir`1iilt Work: — Atrplt _ W_
S ruing Building Permit.
Stormwater Mara
Prn crt: Addres
ved I'm process
� lent Control Plan Not Required.
W. � . , � t is Required
� LLP Fo dto Engineering Del-rtmnt for .
Review.)
FORM " SMCP-TOS MAY 2014
Town Hail Annex � � Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold, NY 11971-0959 " �
401
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRIG-ENOINFEREI
WOOD CONSTRUCTION MDJOR,TIMBER CONSTRUCTION
gate: 3 �Z_%
r Owner:&/ L L / P
Location of Property: So " _ ` " `
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
m Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature.
i
Name (person submitting this form): (,t//L �A�1 `�o�i✓ �����
Capacity (check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
REScheck Software Version 4.6.5
Compliance Certificate
Project Wanat Residence
Energy Code: 2015 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 864 ft2
Glazing Area 24%
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
900 South Drive Jason Ormond
Mattituck, NY JMO Architect
120 Mill Road
Westhampton Beach, NY 11978
6318973775
jason@jmoarchitect.com
i
Compliance: 5.0%Better Than Code Maximum UA: 339 Your UA: 322 Maximum SHGC: 0.40 Your SHGC: 0.28
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envielo
we Asseemblies
ommommustamm
Ceiling 1: Cathedral Ceiling 864 30.0 0.0 0.034 29
Wall 1: Wood Frame, 16" D.C. 1,920 18.0 0.0 0.062 89
Window 1:Wood Frame:Double Pane with Low-E 422 0.300 127
SHGC: 0.28
Door 1: Solid 20 0.400 8
Door 2: Glass 40 0.300 12
SHGC: 0.28
Basement Wall 1: Solid Concrete or Masonry 1,050 18.0 0.0 0.054 57
Wall height: 7.8'
Depth below grade: 4.5'
Insulation depth: 7.8'
Compliance Statement. The proposed building design described here is con istent ltil: :„ Id ng plans,specifications, and other
calculations submitted with the permit application.The proposed building h meµ" 10 kM et the 2015 IECC requirements in
RESchecVersion 4.6.5 and tag com 'ly with the mandatory requirements list t e J ction Checklist.
fit^ e ('G �
•.� �., �its � �" �;,� +, � 1
Name-Title Signature/
D e
` 0I , M '
-V
l
Project Title: Wanat Residence M , , Report date: 02/25/19
qua i
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REScheck Software Version 4.6.5
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
ec°timaw� ified Plans Ver ....Meld°i/e rifled Pre-Inspection/Plan ReviewY Verlue Yaiue Complies? CotnrnOnts/A su to tons
103.1, Construction drawings and //%! %1/ // j/Gij/ ❑Com plies
103.2 documentation demonstrate %%' "' /'%,1%„ %' r!%, % ❑DoesNot
[PR111 energy code compliance for the i✓/ r , ;; // i /%i„/, 'i%/;°//
building envelope.Thermal ❑Not Observable
a p P r/ / /// ❑Not Applicable
envelope represented on u/f,/r/�/��/,G;�/ r„ i// �/�l//�f// �
�
construction documents.
iris�, %/o/i� ���', ro,�r/r,r i,i ' //.
103.1, !Constructiondrawingsand //i/j,/,,��,�, /„/„ //���/��%;��/,%//// ❑Complies
i %� �%i%///// �,/%///r/�i/i//,'�%�j/��ii
103.2, 'documentation demonstrate „�� , � /,��,,,//�/ i,/��o r,//�%,,;�❑Does Not
403.7 energycode compliance for
/���i%/'i '�/�//!j//
1 1;� / io� / i;%�'�� � i NOt Observable
[PR3] ;lighting and mechanical systems �/�/���;/�,���j�j/i%�p���j�//j /
`S stems serving multiple � PPlicable
�dwelling units must demonstrate
;compliance with the IECC
r ,
Commercial Provisions
0ZA, Heating and cooling equipment is: Heating: Heating: ❑Complies
03 ? =sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not
ItJ on loads calculated per ACCA Cooling: Cooling:
Manual J or other methods ! Btu/hr Btu/hr ❑Not Observable u
'approved by the code official. ❑Not Applicable
Additional Comments/Assumptions:
1 Hi h Im act(Tier 1) 2 er 9 p.�.... L _.
Medium Impact(Ti2) 3.. Low Impact(Tier 3)
I
Project Title: Wanat Residence Report date: 02/25/19
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e tlouar - . Planes eflfl± dl Fleld orlified .
F�rurtiOtto cori*lles din a /d rrrP lw b
R+etl.11l ssl't�e V lu,e
�._. .. �tlrps,Pe�^tl+r�n.�...� -, � _
402.1.1 'Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies
[F04]1 insulation R-value.Where interior i R R ❑Does Not table for values.
insulation is used, verification
may need to occur during j ❑Not Observable
Insulation Inspection. Not ❑Not Applicable
grequired in warm-humid locations'
I
in Climate Zone 3.
303.2 .. - ....
Conditioned basement wall plies
❑Complies
[F05] per
,r%❑DOes Not
installed
foe/, ii //� /i%o fr
^manufacturer's instructions. „ ,,�1//�, �/���,/ ��%/�%�i��9a/���-
//„ Observable
// Applicable
402.2.9 Conditioned basement wall ft ft ❑Cowrmplies See the envelope Assemblies
[F0611 :insulation depth of burial or 0Dbes Not table for values.
� distance from top of wall.
❑Not Observable
t Applicable
,.� .... ��� M _, � r ,gym � ❑No ... ..........
303.2.1 ;A protective covering is installed ���%P% �//�//%��� '��/���%%/;%%���%///�%❑Coin lies
[F011] to protect exposed exterior ,,//,/i��� , i o/ �i„%//�/ f,,
/ /j/ / ❑Does Not
insulation and extends a
, /,�,/,�/,,,//��//% ,,fj//„❑Not Observable
'minimum of 6 in. below grade. ��„/ ,/ ��/�i%�i���//�i
❑Not Applicable
403. Snow-and Ice-melting s stem i/j/ 9%1%%///i!i'!%%/%///U%//i/%%l�❑Com lies
[FOI ] ;controls installed.
���f,% ��l%���r`o��0��i/l��//��%❑Does Not
/i�,�//„��/�,�i,,,���������///l�❑Not Observable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Wanat Residence Report date: 02/25/19
Data filename: C:\Users\jormond.VERO\Dropbox\DRAWINGS\WANAT\RESC HECK.rck Page 3 of 9
Framing/ Rough-in � _
...........
Section Plans Verified Field Verified
h In Inspection Value Value Complies? Comments/Assumptions
& Red ID ..a. �. ._... .. _.
402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies
402.3.4 ❑Does Not ,table for values.
[FRI]'
�r ❑Not Observable
j❑Not Applicable
402,1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies
402.3.1, average). ❑Does Not table for values.
402.3.3, E
402,5 ❑Not Observable
[FR2]1 ❑Not Applicable
303.1.3 U-factors of fenestration products ! °// ' //'/���""' ❑Complies
���� �
[FR4]1 are determined in accordance �� ❑Does Not
with the NFRC test procedure or %'/'1 AM/'`
°�' Y ///�/iii , /j///// ❑NOt Observable
taken from the default table. ❑Not Applicable
rid , /i/ � j /7
402.4.1.1 Air barrier and thermal barrier ,,/�„��ij »�i%jj /�//,� �///„ �,//%� % p
� �,,,�� „i/ i�d/ ❑Com lies
a/ /i/i/% ji �i /i/%/
[FR23] installed per manufacturer's ;�'r!��,/��%,/r�i/��/i/ /%/����i/�i %❑Does Not
instructions. / /it i i����///i���/�/r
A01 /,� ii;;//„/�/�'l//'�,�/i!/%%1/�; /��j//%❑Not Observable
❑Not Applicable
402.4.3 Fenestration that is not site built I'%�1%! /%;,%/%�/,�!�/j;///'%/ °�/%%%�;;�j ❑Complies
[FR20]1 is listed and labeled as meeting //�/ ;%�///�//� /�i/�����//f//j/o�,� jElDoes Not
AAMA/WDMA/CSA 101/15.2/A440 %�fi%%/,'////'�j//�%�/%�a
,,
or has infiltration rates er NFRCf/i %/ /fii%%/ /9; "il ❑Not Observable
r/% /'%/% % / ❑Not Applicable
400 that do not exceed code ,, ,%%/��,';D'� ' / ii/, , /
/�
limits.
r recessed lighting fixtures%! / �i'��%/ �%i !�i���% / �i/% 1� ❑Com lies
402.4 J5IC-ratede 9 9 �� 0���i� %�/����/ P
/ i,/ , /,/f i ' ❑[FR16] 'sealed at housing/interior finish �;�„/�,///��/����%///��//„�%//,j/�//�j�� Does Not
�
and labeled to indicate :52.0 cfm
/ N
�iG //��/ / �// '❑ of Observable
:leakage at 75 Pa. / � �i� /%�� ��//i/// �// /,� /�
wi/////� �� %ii��//�// /�
❑Not Applicable r
❑Com lies_,.�� .....................................m�.................._.............. ......
403.3.1 Supply and return ducts in attics p
i / / � // /ii Ddd� /
[FR12] insulated >= R-8 where duct is �' //�� �//� ,��dj,r ,�i/��/;�i���❑
�i%/ DOeS Not
>= 3 inches in diameter and >_
R-6 where < 3 inches. Supply and'�,'�/ ' ; �, ��/�/,��i � '��////�%/��'/'%/�� ❑Not Observable
Not��;❑ Applicable
return ducts in other portions of f/ PP
the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
ITp for< 3 inches in diameter.
�403.3.5 Building cavities are not used as „%; //'%/' G% ,%/j%;%/%J/%!❑Complies
[FR15]3 ducts or plenums. , �/ ,/„/1/,,;,/,/, /o /�/�j/i/������❑Does Not
„�/��/��/,'❑Not Observable
% is %/ %/%/ / / %/ i��//%ii�
ii/ i °i, / "/ ❑Not Applicable
piping Y� 9 �
403.4 HVACconveying fluids R- R- ❑Complies
[FR17]2 above 105 °F or chilled fluids ❑Does Not
below 55 °F are insulated to >_R-
,. j 3 ❑Not Observable
❑Not Applicable j
403.4.1 Protection of insulation on HVA /� 'r" „i '� �'�/���i�i�❑Complies 1
[FR2411 piping. , ❑Does Not
i ';;/° '° %% io%/ / ',❑Not Observable
❑Not Applicable
403.5.3 Hot water pipes are insulated to R- R- ❑Complies
[FR18]2 >_R-3. ❑Does Not
❑Not Observable
❑Not Applicable
403.6 Automatic or gravity dampers are / /` , ❑Complies
/ % ' /
[FR19]2 installed on all outdoor air '� „!/%':❑Does Not
intakes and exhausts.
Not Observable '
❑Not Applicable
p _ �.... I ...a
g (Tier 2) 3 Low Impact(Tier 3)
Hi h Impact(Tier 1) 2` Medium Impact
............. _..._ ........
Project Title: Wanat Residence Report date: 02/25/19
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Additional Comments/Assumptions:
1 Hi Im c (Tier 1) Medium ImPct(Tier 2) Low ire act(Tier 3)
Project Title: Wanat Residence Report date: 02/25/19
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ti6 Ala aMue ]ed EielVefldP. ...._.....
�.R q.l l qil
....�tion T�n�s ti+��r , ri,x, ,�,,,,, ,�, ,� , ,;,�,,,, Com lies° C+�rwl�nhw �tslAsunwpl�rns..�.'
3011 All installed insulation is labeled !j%!' /�j%1!!% '' jf/!%/%i "�/'fir" ❑Com lies
/i� „�i� �� /��/�� f�%
CI�1!3] , °�or the installed R-values ❑Does Not
�� /� 1��
provided. /1 /i
i / t Observable
f///o%% /ff/li%�%/,
r /
// �O��j ��.// � /,,❑Not Applicable
402.1.1, Wall insulation R-value. If this is a'i R- R- I❑Complies see the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the ❑ Wood j❑ Wood ❑Does Not table for values.
402.2.E jwall insulation on the wall ❑ Mass ;❑ Mass ❑Not Observable
[IN3]1 exterior,the exterior insulation
(requirement applies(FR10). j Steel ❑ Steel ❑Not Applicable
303.2 Wall insulation is installed per /�'iij���j�' ������ ' %i � ,�j��%,:❑Complies
[IN4]1 manufacturer's instructions. ��;,�,�'/,��,,�,,,����� '�� �, ,,,o//%'�%/%% ❑Does Not
IV
� /� / y
�
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1
m act(Tier 2) � Low Im act(Ti Hi gh Impact(Tier 1) 2 Medium I �...... _
Project Title: Wanat Residence Report date: 02/25/19
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SectionI Plans Verified T Field Verified '
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req ID
402.1.1, Ceiling insulation R-value. ; R- R- ;❑Complies See the Envelope Assemblies
402.2.1, j ❑ Wood Wood ❑Does Not table for values.
402.2.2, ❑ Steel E] Steel ❑Not Observable
402.2.E[Fill' �ONot Applicable
9 P ��/i%' fl%it%%f�/i%;,/� j% i�� f ❑Complies
303.1.1.1, ',Ceiling insulation installed per �,i/� � �
303.2 manufacturer's instructions. �f� �l '��%%���'�'�i'"%i�� ''�"% "'"�"
l%// �'�'��% '� / ' "�� � %/n' �%/O��lll�❑DOeS Not
[F12]1 Blown insulation marked every ���%i��;�% ';,"o% ,'! j°;��,�%�� �
�%�/ Not Observable
300 ft .
...� / i� i ' v�i �/ ;,,, ri/il ❑COm Applicable
40222.3 insulVenteation include bafflics with air e adjacent %�i%a�� o���� „ plies
[ h 1 (/ i /� ! i ❑Does Not
,to soffit and eave vents that it"'�'�i/
Not Observable
extends over insulation. /
/�/�,°❑
. Not Applicable....._;
402.2.4 ;Attic access hatch and door R- R- ❑Complies
[F13]1 insulation >_R-value of the ❑Does Not
adjacent assembly.
❑Not Observable i
❑Not Applicable
........ w.� 50 = ACH 50 = ❑Co p._.
test @ 50 Pa. <=5 ACH
402.4.1.2 Blower door m lies I
[FI17]1 ach in Climate Zones 1-2, and ❑Does Not
<=3 ach in Climate Zones 3-8.
❑Not Observable
❑Not Applicable
403.3.4 Duct
m 100tightness
e s the system of< 4 ft cfm/100 ft cfm/100 ❑Complies
[F14]1 y z 2 ❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in ❑Not Observable
Aests, verification may need to ❑Not Applicable
occur i I Framin
g ng Inspection,
-._ ...._� .. .... ..� l m.,_..pressure tested cfm/100 CCom
403.3.3 Ducts are ressure tested to cfm/100 � girlies
[F127]1 determine air leakage with ft2 ft2 ;❑Does Not
ieither: Rough-in test:Total
leakage measured with a ❑Not Observable ;
pressure differential of 0.1 inch ,❑Not Applicabler
w.g. across the system including j
;the manufacturer's air handler
enclosure if installed at time of
test. Postconstruction test:Total
;leakage measured with a
i pressure differential of 0.1 inch
w.g. across the entire system
;including the manufacturer's air
handler enclosure.
403..2.1 by manufacturer
..an �ro�o�,� o �� �i � �i' _ �......_
handler leakage designated �„���i" �'„ �� ���� / ��„�� �ii; „ „'❑Complies
manufacturer at <=2/o of rri�i� ' % //i;% ;'��°'°;�j%1l'
1 ° ' � � �� ❑Does Not
design air flow.
i ,%, �� ��„ ��,%,�� ;,�ij/j��❑Not Observable
/�ii i /❑
Applicable
403.1.1 Programmable the
rmostats � r'� %/%/�// / / ,� i /%i j iii
F19 'installed for control of rimsr�%/, ' % �� °""'Oil ' Does Not
plies
[ ] primary f ii o � ii ii/ �G/�f❑
heating and cooling systems and if ''���'� � ��i �� "1�'°�"���d��%
initially set by manufacturer to '�" �� ;�, ,��� ��Ii' ❑Not Observable
ll0 /i ❑Not Applicable
code specifications.
403.1.2 Heat pump thermostat installed yi ,"%"''j0i "" i '%/ " % ❑Complies
2 // �i iris '/ii/ �
[FI10] on heat pumps. �'� / ��;%G"r❑Does Not
'i i %' r
' i r / /%
%'i% '�� '� O %� o oiio� ❑Not Observable
❑Com Iles able
PP
.. �...-.. ....�.w / O Not Applicable
403.51 Circulating service hot water P
[FI11]2 systems have automatic or ❑Does Not
accessible manual controls. '
y []Not Observable
❑Not Applicable
p Low Impact(Ti�
.p (Tier 2) ..... 3... er 3)
g p r��2 Medium Impact 1 High act (Tie 1)
Project Title: Wanat Residence Report date: 02/25/19
Data filename: C:\Users\jormond.VERO\Dropbox\DRAWINGS\WANAT\RESCHECK.rck Page 7 of 9
Section Plans Verified Field Verified w...._. .�. �m�.�... �._�
# Final Inspection Provisions 'Value Value Complies? Comments/Assumptions
& Req.ID
403.6.1 ;All mechanical ventilation system r y'i1 / ' � � ' J �J��'/ ' % '
,�����/�� i/ �� r///;/� ❑Com lies
[F125]2 =fans not part of tested and listed �p,,,/�f/!�/ , /������i� j�J�ElDoes Not
HVAC equipment meet efficacy �/, // �` /�� % c
and airflow limits. [ j /�!!/�i//�/% %��%' ❑Not Observable
%�/ �i� ❑Not Applicable
2_ Hot water boilers supplyingheat ',/%'��/; /' /i%����� ��'/ �'//i%i%f%a;❑Com lies
403. �i/j% %/� / / // �
z l //%/�� % � ;%�j p
[F126], ;through one-or two-pipe heating // � ,,,�/ �, //� ,�j � ��,�r��❑Does Not
,systems have outdoor setback
"❑Not Observable
control to lower boiler water i�'����,���',�i/"% �i%; /i�i ,�
�/% // j ////Gi/'%'%%iiii ❑Not Applicable
temperature based on outdoor , 1//0�//, i/ r / /emu y / ;
temperature.
403.5.1.1 Heated water circulation systems '" /O;"/0 /; / ' %` ❑Com lies
[F128]2 :have a circulation pump.The Not
5 stem return pipe is a dedicated
Y P P /i� ���i%/r r /%//�r %//i ❑NOt Observable
return pipe or a cold water supply
pipe. Gravity and thermos ��' " ❑Not Applicable
syphon circulation systems are
not present. Controls for
circulating hot water system
=pumps start the pump with signal
°for hot water demand within the
ioccupancy. Controls
automatically turn off the pump
;when water is in circulation loop
et- oint temperature and is at s
fino demand for hot water exists.
/,,////%%/, / ///l///////Of' /irf/jf r, /o,
403.5.1.2 'Electric heat trace systems �°/%%///� / ,/%%��,/ /J%i �' i��,❑Complies
[F129]2 comply with IEEE 515.1 or UL i 'jl%% / %❑Does Not
515. Controls automatically % /J% %f%%%;J j%;f � /
j / /i ,a ,�/ ,❑Not Observable
adjust the energy input to the /i„////jii t //%%/iG//�i%;/� ///,
❑Not Applicable
;;heat tracing to maintain the
;desired water temperature in the
/i % ,r%/1%l'r/i%/%///l jif///ir tam
403.52, ;;Water distributions stems that ��/��////�/���/�,/%/�%,,/�,//�// %�/%�/,❑Com lies
[F[30]2 have recirculation pumps that %%�'�i, 'O��Oi���'��j�// i ❑Does Not
pump water from a heated water /' a 'i� /!!/ ' rff %////
EINot Observable
supply I pipe i e back to the heated
f
water source through a cold /j„/%i,j „/, ;;i; /�f %❑Not APP licable
water supply i e have a
`.;demand recirculation water
system. Pumps have controls
9operation
I. that manage of the
;pump and limit the temperature
",of the water entering the
the cold
water piping to 1049
.. ., rr�as r ......... ......
403.5.4 Drain water heat recovery units l %/ ;!/O//' ' ;!;/i;!;ij"!/j jl/i jj' ❑Complies
[F131]2 'tested in accordance with CSA j iij/%,'i'%'i%%% l %%% jfij j❑Does Not
655.1. Potable water-side
pressure loss of drain water heat %' // i '%i'/ % i %❑Not Observable
/ o / / /i r❑Not Applicable
.recover
units < 3 psi for
individual units connected to one or two showers. Potable water-
'.side pressure loss of drain water
-heat recovery units < Z psi for
individual units connected to
;three or more showers
404.1 75%of lamps in erman........_.............^^� �� ° " � '
r � r /��� /' a/�r/ ,/ /,o/ � ❑Com lies
p permanent 6°/'!%/ ///i /�r�/� i///� .�/oi/ ;lr�i� P
F16 1 fixtures or 75%of permanent 'ii' //' ' '/ rrr '/' /
[ ] P �� / r,,� ;','i'/ // //d/%//r❑Does Not
jfixtures have high efficacy lamps
, Not Observable
;Does not apply to low-voltage 1 ����� / /ai ��/'/;;/i/ '/'' ',�///'' ;
/ ❑Not Applicable
o....,
404.1.1 Fuel as _ .......
FI23 no continuous /�/ 'i%/ //ii%/// �%//i ' Oi ' /�
lighting systems have � ,/,/r ,i/ / ,�j �� � ,��, r1❑Complies
9 9 Y � ,,,, , � , ❑Does Not
[ ]3 us pilot light. », /�/� /a a� ,�, /G, �,�/��
� r ��/ �/i / r �/ r/�G i ❑Not Observable
❑Not Applicable
, „
1 Hi h Im� � � dium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Wanat Residence Report date: 02/25/19
Data filename: C:\Users\jormond.VERO\Dropbox\DRAWINGS\WANAT\RESCHECK.rck Page 8 of 9
61CU n plan rifled 1 1d
Finallneat 19n,Provision alue a1we Cu r�r0111 m' C6mment /As uii jpjpt 6n
Re JD w.r.. .... .
401.3 Compliance certificate posted, ❑Complies
/ � f �%�� 1 Does Not
/o��������%��/ i� �ii'fi o ❑Not Observable
❑Not Applicable
_...,..,,,,.. ..�.. %jai%��%ii,�/i'/ /i / /Oi�%%%//%r 11f�ii%%
3113,E Manufacturer manuals for %/iiy// %l ;!'/Iliiii%%f!/%//irll i//%///,,, ❑Com lies
jF11$1r mechanical and water heating �/,����;���!'�! ���/��'��%'i%���i �� � C7
%����/��%�� ���� � � �% Does Not
systems have been provided.
❑Not Observable
%��,❑Not Applicable
Additional Comments/Assumptions:
g act(Tier 1) 2 Medium Impact Tier 2) 3� Low
1 Hi h Imp p ( Impact(Tier 3)
Project Title: Wanat Residence Report date: 02/25/19
Data filename: C:\Users\jormonclNERO\Dropbox\DRAWINGS\WANAT\RESCHECK.rck Page 9 of 9
Energy
° Ilidi
Above-Grade Wall 18.00
Below-Grade Wall 18.00
Floor 0.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
..
Window 0.30 0.28
Door 0.30 0.28
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
Notes
No. Date Description
r
/ �4
lep
00,
/r •mot,I / \ °l Seal l
ae
gTO BE /
RE �vm
\ r
r.?1 ` 0332 A,
a' FR'0F0 rrrzr
FOYho-ox j
BE�oRat �
\°Gsoro5 D\ Project No.1906
4l 4 i \ \ COVERED POetm y�
\rOTr.9 \\ 2�• // aDDrt7ox \\ � YY ti.L.L�INi 1T
RESIDENCE
EUsr[xc sroNE nwvEwnY\ ` 900 SOUTH DRIVE
MATTH UC&NY
S.C.T.M#:
1> 1000-106-12-2.2
Architect of Record
Jason M. Ormond
Architect
120 Mill Road
Westhampton Beach,NY 11978
'E4r T:631-897-3775
N \v 4 \4 \ \ F:631-288-0549 E:jason@jmoamhitectcom
/ 6
1
` toy rr �'° ,�\ 'u' \ Date Scale
Zee
\ n
t \\ / \ \ 3/29/19 1 =40'
SITE PLAN
Drawing Title
SITE PLAN
SCALE: 1 -40 � \
o � \ Drawing No.:
S
GENERAL NOTES: NAILING SCHEDULE PRESUMPTIVE LOAD-BEARING VALUES
1. ALL CONSTRUCTION IS TO CONFORM TO N.Y. STATE AND LOCAL BUILDING AS PER SECTION R602.3(1) OF 2015 IRC OF FOUNDATION MATERIALS DESIGN COMPLIES WITS-I 2015 IN
CODES. TERNAT I ONAL SU I LD I NG CODE WITH THE NYS 2017 UN I FOR" CODE
2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT CAS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R401.4.1) SUPPLEI^'IENT � 201G SUPF'LE1"TENT TO THE NYS ENERGY CONSERVATION CONSTRUCTION CODE
REQUIREMENTS.
3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION
REQUIREMENTS, OF FASTENER` LOAD-SEARING
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD Root GLASS OF MATERIAL PRESSURE (POUNDS
PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR 48d box(2'/2"xQ113')or PER SQUARE FOOT) (�('
DISCREPANCIES. Iy-
38dcommon(2'/,"x 0.131');or
1 BlockrgbetweenmilingjoisLsorraCterstotopplate 3]Whox(T'xa128' or Ta nail CRYSTALLINE BEDROCK 12 000 PSF
5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE )� �
OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 33"x 0.131"nails
SMALLER DRAWINGS. IT 15 THE INTENTION OF THE DRAWINGS TO PROVIDE FOR 4-M box(2'/,"x 0.113');or INSTALL 1G 20 GAUGE GALVINIZED
A COMPLETE JOB IN ALL RESPECTS. 38d con umn(2'/,"x0.1311;or SEDIMENTARY AND FOLIATED ROCK 4,000 PSF RIDGE AS NOTED ``�O`` STRAPPING " E O.C. ON RA NAILS @ EA.
2 Celirgjolststotapplate Pcrjoist to nail END MIN. 12 SEARING ON RAFTER SURFACE
6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE 3Yx0. 3l nails Q128'):or ON PLANS
ARCHITECT IS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. 33"xO.l3t"
SANDY GRAVEL AND/OR GRAVEL (GW # GP) 3,000 PSF (� /D(e
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL
Ceilingjoist not attached toparalld rafter,lips over 41(kl box(3"'xQl'28);or ALL UPLIFT CONNECTORS
WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND 3 Mililinris[sroSc<-tiorrR80231,R80232an]']'aNe 3lfd common(3'/,"x0.162');or Facenvl SAND, SILTY SAND, CLAYEY SAND, SILTY INSTALLED TO PROVIDE
MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. R8025.1(9)I 4 3"x 0.131"mils GRAVEL, AND CLAYEY GRAVEL 2 000 P5F CONTINUOUS LOAD PATH FROM
8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES. Ceilirgjoistzutactxdto[knmllel rafter(heeljoiru) (SW,SP,SM,SC,GM,#GC)
q. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL 4 [see Sections R80231 and R802 3.2 and Table TableR80251(9) Face nail TOP OF RIDGE TO FOUNDATION
SO THAT NET UPLIFT VALUE AT
MANUFACTURERS REQUIREMENTS. R8025.1(9)I
10. CONCRETE IS TO BE 3000 P.S.I. MIN. ON 1 TON PER SQUARE FOOT SOIL box(3 SLAY, SANDY GLAD, SILTY CLAY, CLAYEY OP OF WALL DOES NOT EXCEED
PLF
BEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO Collar tie to rafter,face nail or I'/4"x20gaedgestrapto 4-10dcomm"xQ1281;or SILT, SILT, # SANDY SILT (GL,ML,MF1,#CI-1) 1,500 PSF 100 NEC
5 310c1 common(3"x a 148');or Face nail each rafter
WEATHER, AND GARAGE SLABS TO USE 3500 P.S.I. MIN. CONCRETE. VERIFY rafter 43"x 0.131"nails CONNECTIONS CAPABLE D
WITHSTANDING 325 POUNDS AS
SOIL BEARING CAPACITY IN FIELD. PER TABLE R502.11 OF 2015 IRC
316dtxmnails(3'/,"x Q1351;or
11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 310dconunonrvls(3"xO.148');or2toerulsonotesickandltoeral ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
UNDER BATHTUBS. 6 Rafter or rooftrsstoplate onopposiresideof each rafter or-
12. SIMPSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL 4-3"xbox(3"x'nail's
;or truss' (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R501.7)
LOAD CARRYING CONDITIONS. 4 3"x 0 , "mils
<}16d(3/,"x Q1351;or RIDGE INSTALL 1 q"W 20 GAUGE
GALVINIZED STRAPPING @ 16 O.G.
13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB - 1150 PSI, E-1.4M. PSI W/3-15d NAILS @ EA. END MIN" 12"
310dcorrvnon(V,"x 0148'1;or ADJUSTABLE LIGHT ROOF RAFTERS AS
14. ALL HEADERS GIRDERS TO BE DOUG-FIR #2 FB = 1250 PSI, E=1.7M. PSI Toenail STRUCTURAL MEMBERS ALLOWABLE DEFLECTION BEARING ON STUD SURFACE
15. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ PRESSURE 410dbox(3"x Q1281.or
TREATED LUMBER. 7 Roof rafters torielge,valley orlupraftersorroofrafter 43"x0.131"nails HANGERS (LSSU210) NOTED ON PLANS S-I
16. ALL EXTERIOR DECK FRAMING SHALL BE ACQ TREATED LUMBER. tonrirunuam2"ridge.beam 316d box V,"xa135');nr �� SHEATHING TO BE
'2-1Gdcom»xan(3'/"xa16'L');or RAFTERS HAVING SLOPES GREATER THAN � NAILED TO TOP PLATE
17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF z End nail 3/12 WITH NO FINISHED CEILING ATTACHED L/180 STRAPPING V CATHEDRAL
31 Od box(Y x 0128'1;or
PLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE TO RAFTERS (RAFTER TO RIDGE
RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. 33"x 0131"nails
18. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L. 127 APPROVED. Wall INTERIOR WALLS AND PARTITIONS H/IBO
Iq. ALL HEADERS NOT NOTED ARE TO BE (2) - 2" X 12". 16dcomrmn(3'/,"x0.162') 24"o.c face nvl FLOORS AND PLASTERED CEILINGS L/360 SCALE* Y2"el'-O"
20.5RIDGING TO BE EITHER OF SOLID, I" X 3" OR 18GA. CROSS BRIDGING, NOT TO 8 Stud to Stud(not at braced wall panels) IOd box(3"x0.128');or
16"ac facentil
EXCEED V-0" O.G. 3"x(1131"nails ALL OTHER STRUCTURAL MEMBERS L/240 Z
21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 16d box IV,"x0.1351;or 1 �
22.ALL FLITCH PLATES, L.V.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD 9 Stud tosttdardalwtli sttxtsitintersectir rwallcorners 12"ac facentil EXTERIOR WALLS WITH PLASTER OR STUCCO ICE MIN. ROOF
�' rb 3"x Q 131"nails H/360 - �
POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. (at braced wall panels) FINISH ICE SHIELD
16dconunon(3'/"x 0.1621 16"ac facenil
23.INT JOISTS AND RAFTERS ARE TO BE BRIDGED @ 8'-O" O.C. EXTERIOR WALLS-WIND LOADS WITH
24.INTERIOR BEARING WALLS ARE TO BE BLOCKED @ 4'-0" O.G. IGdbonua'/,,"xU1 o.1621 16"ac each edge face mil 1� L/240
10 Buil[-uphackrr(2"to2 tradcrwilh /Z'spacet) IGettxax(3'/"x0135' 12"aeearheci efacenail BRITTLE FINISHES I
25.STEEL ASTM A-36 PAINTED, BOLTS AS NOTED (A307), WELDS-E70XX, z 1 g
REINFORCEMENT ASTM GR. 60. 58d box(2'/,"x 0113')-or EXTERIOR WALLS-WIND LOADSIA WITH
2(o.REGORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 11 Continuousfreadertostud 48d common(2'/,"x 0.131'1:or Toenail FLEX115LE FINISHES L/120
i
ADMINISTRATION OF THIS PROJECT. 410dbc[x(YxQ1Z8)
16daxrunun(3'/,"x 0.162) 16"ac facenll NOTE* L-SPAN LENGTH, "-SPAN HEIGHT.
NO SUBSTITUTIONS: 12 Topplawtotopplate I(ki box(3"x(1128'):or
ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE 3"x Q131"pals 12"oc.farenail A. THE WIND LOAD SHALL II PERMITTED TO HE TAKEN AS 0.7 TIMES
THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE
INDICATED 15 "SIMPSON STRONG-TIE". NO SUBSTITUTIONS ARE APPROVED OR DETERMING DEFLECTION LIMITS HEREIN.
AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER &lFxlco,non(3/"x0.162');or
Doub]etopplatespliceforSDCsA-D,withseismicbraced 12-1Gdbox(3'/"x10.135);or �4" V.T.R. �4" V.T.R.
COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL wall line spacing,25' 12-10d box(3"x0.128');or Face tatloncachsicleofendjoiu MINIMUM ROOF LIVE LOADS JI _JI
RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / ROOF
13 12-3"x 0.131"trails (nurrirrnnn24"IapsplicelergUaeadr p Z I
CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF sideofendjoint) (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) I I
THE ENTIRE SYSTEM. DrnrhlctopplatcspliccSUCsU„U,.orU ardMacdwail 12-16d(3'/,"x0.135') I a 1
line spacing>_25' MASTER I2 I -
ENERGY NOTES: TRIBUTARY LOADED
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"' SPACING AND LOCATION AREA IN SQUARE FEET BATH I 1
I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OFI i2"
THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE LATEST EDITION AT 16d box(3'/,(3'/,"x 0.162 I(i"o.c.fare nail FOR ANY STRUCTURAL - 2
Bottom plate rim oist,hand � ROOF SLOPE _ 7 I �i
>�� 1 J 1 , MEMBER _ -r i
THE TIME OF PERMIT APPROVAL. 19 blocking(not at braced wall panels) 3"x01 1"nailQ1351;or 12"ar-freroil r -� I I I INSTALL IYq"W 20 GAUGE:
2. EXTERIOR DOORS AND DOORS TO GARAGE U = .40 MAX. 3"x0.131"nails I GALVINIZED STRAPPING @ 16" O.G.
3. WINDOWS AND ALL GLASS U = .58 MAX. 3[6d box(3'/-"x0.135 or 3each16"o.cface.nail RISE A INCHES PER FOOT (1*3) TO LESS 45 2" 12„ 2" I I
Bottomplatetojoist,rimjoist bandjoistor 1• I BEARING
NAILS @ D END MIN. 12"
4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 15 2-16drunumn(3/"x0.1621;or 2eah16"o.cfaceral THAN 12 INCHES PER FOOT (1*1) I 1 I BEARING ON STUD SURFACE
hlorking(at braced wall perx�Q W.G. 2
AIR. 150-200 C.F.M. FLUE TO NAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE 43"xQ131"Waits 4cxhl6"oc Face mil I I I I I
20 G.F.M.. 4&I hox(2',"x Q113');or SF�WR,
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, 316dbos(3'/"xQ135'):or I I
DESIGN AND TYPE OF MECHANICAL SYSTEM WHICH WILL BE USED IN SUFFICIENT z ' ) MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 3„ �,�, �k. 2„ 2ND. FL. _ 1\ 2ND FLOOR
DETAIL AS IS REQUIRED BY THE BUILDING DEPARTMENT. 4-1Odbox(3" 2.128')131';or Toena l
411kibox(3"x Q1281:or I I I I
6. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION 16 Toporbottomplatetostud 4-3"x0131"nails CIN POUNDS PER SQUARE FOOT) I
HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F.
31&I tx,x(3'/2"x 0.1351;or
7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE L 1Gdconarmn(3'/,">.O.1G'L'1;or _ S-3
A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 310dbox(3"xQ128');or Ednul 2 1 2" 12'
LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. USE LIVE LOAD KITCHEN r---1 j I
33"x 0.131"nails I i I i PWDR. � I j
8. INSULATE ALL PIPES AND DUCTS AS PER CODE.
31Odtxx(3"x Q128'):or
q. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT' 140 DEG. F MAX. 2"
10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT 17 Top plates la[satconersandirtesecrior� 3-3"xconm,orialls x QIG2'1:or F.x'er ail EXTERIOR BALCONIES 6012„ I
33"x 0.131"trails I
HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE. DECKS ,4O K.S. s" W ----
11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 a8d box(l/,"x0113');or
2-&1cru,unon(2'/,"x0131');or
OF THE ENERGY CODE: MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN 18 I"brace to each stud axlplate Face nail ATTICS WITHOUT STORAGE 10
TABLES 4-8, 4--1, AND 4-10 OF THE ENERGY CODE. 2-10dtxx(3"x Q128'1:or
12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES 2stalfesl/" ATTICS WITH STORAGE 20 , a I57. FL.
TABULATED IN TABLE 5-1 OF THE ENERGY CODE. 38dbox(2'/,".(1I ):of 2" 3" Iya. I EXTERIOR WALL SHEATHING
13. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 2-8dcommon(2'/,"x 0.13I J;or ROOMS OTHER THAN SLEEPING ROOMS 40 I
19 1"x 6"sl,a•+thing to 2-lOdbox(3"x Q128'1;or Face nail 3„
VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF INSULATION. , SLEEPING ROOMS 30 3° 1
2 staples 1"crown 16 ga,1/,"long
14. INSULATION SHALL 8E INSTALLED IN A MANNER THAT PROVIDES FOR BATH I LAUNDRY
CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. 38d box(2'/,"x01IT);or STAIRS 40 2" �� 2" - INSTALL IY"W 20 GAUGE
3Bciconurton(2'/,"x 0131');or O Z q n
31(kltxm 3"xQt'L8';or. -1- �-7--_ GALVINIZED STRAPPING @ 16 O.C. i
ARCHITECTS STATEMENT: (" 1 GUARD RAILS/ HANDRAILS 200 r--� 1
I, JASON M. ORMOND, ARCHITECT, STATE THAT TO THE BEST OF MY 3staptes I"crown 16ga,I/,"long I I
I I `, W/3-Sd NAILS @ EA. ENID MIN. 12
I I2,r I2„
20 I"x8"arA",iders]x•arhingto(�ichbcaring Wider than Face nail BEARING ON STUD SURFACE E
KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND I I2" 2" „ )
SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY 4-8d box(2/,"xQ1131or WEIGHTS OF MATERIALS (DEAD LOADS _ MIN. 6 SEARING ON 80X SEAM
3&1 common(2'/,'•x0,131);oi I2„
CONSERVATION CONSTRUCTION CODE. REFER TO RESCHEGK COMPLIANCE REPORT 31Qi box(3"x 0128'):or CAS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R301.2.2.2.1) I WM _ Z
FILED AS PART OF THE BUILDING PERMIT APPLICATION, ATTACHED TO THESE 4st es 1"crown IG �,1'/"In 5Hk11R. �0 - n n
g rg INSTALL SIMPSON STRONG-TIE
CONSTRUCTION DOCUMENTS. Floor ■ Ik'„ GROUND ---- E DSP TIES @ 32" O.G. Wx/ 10- IOd
AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF (0.72kN/m ) FOR 2„ Ik,' s„ 2"
4-8dbox(2/,"x0l13'1,or ROOFS/CEILING ASSEMBLIES OR 10 PSF (0.48 kN/m j FOR FLOOR NAILS PRIOR TO SHEATHING
38dcornlxxa(2'/"x 0131');or ASSEMBLIES EXCEPT AS FURTHER LIMITED 15Y SECTION R301.2.2. DEAD
21 Joist to sill,Lop plate or order 310dbox(YxRl25):or Toenail LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED THE FOLLOWING* 3" 3'
33"x Q 131"nails
THIS PROJECT COMPLIES WITH THE 8dbox(2'/,"x0113'1 4"ac.too nail 3„
MECHANICAL CODE OF NY STATE,
POUNDS PER _ TERMITE SHIELD OVER SILL SEALER
_ F.A.I. Z UNDER TREATED SILL PLATE AS PER O
Rtmjoist,tkvxijoisYort>!cx•kingto sill ortop gdcorra,aon(2'/"xQt3]');or WALL TYPES SQUARE FOOT C"o• G,O, r -� r SECTION R318 OF THE 'L'018 IRC
CHAPTERS 12 THROUGH 24, THE 22 plate(roofapplicationsalso) IOd box W-Q1281;or G"oc.toe nail
PLUMBING GORE OF NY STATE, 3"x 0.13(2'/,"x
" als ) ) ( ) 4" x.H.G.I. I EMBEDMENT W/ 3 U
CHAPTERS 25 THROUGH 32, THE „ U I
3&]box 2/ x Qi13';or 15 PSF / DIA. ANCHOR BOLTS @ 32 O.G. to
ELECTRICAL GODS OF NY STATE, EXTERIOR LIGHT-FRAME WOOD WALLS ■ To EXISTING APPROVED „ 1, i,
2&I romrmn(2'/,'x 0.13t';or 0.72 kN/m d X 3 SP N
CHAPTERS 33 THROUGH 42. 23 1"x6"subflmrorlcsstoc(xfijorst 310dbox(3 x0.1281,or Faenvl SANITARY SYSTEM ( )
2staples 1"crown 16ga,t'/("long EXTERIOR LIGHT-FRAME COLD-FORMED 14 PSF a WASHER (1'-O° FROM CORNERS) Q
STEEL WALLS ��/( c /� f� ��/(
(0.67 kN/m■) L U 1 1 I N I J... D I lam\ �T"\I I ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENEF- SPACING AND LOCATION
to PSF 1ST FLOOR SILL
PROJECT SHALL COMPLY WIT1-I THE FOLLOWING: Floor INTERIOR LIGHT-FRAME WOOD WALLS (0.48 kN/m') a
316cl box(3'/"x a 135');or N.7.5.
N1101.14 (R401.3) CERTIFICATE (MANDATORY), 29 2"subflcxarlajoistor} rtler 2-16dconinion(3'/,"x0.162') Blirdardfa;erral INTERIOR LIGHT-FRAME GOLD-FORMED 5 PSF
1103.1 (R403.1) CONTROLS (MANDATORY), 316d box(3'/,"x0.1351;or STEEL WALLS (0.24 kN/m■.) CJ-4
25 2"planks(plank&beam-floor&rool) 2-16d corrumn(3'/,"x 0.162') At each bearing Face roil
1103.3.3 (R403.3.3) DUCT TESTING (MANDATORY), 6" THICK MASONRY WALLS 80 PSF ■
316dconutx,n(3/2"x0.1G2) (3.83 kN/m )
1103.5.1 R403"5.1 HEATED WATER CIRCULATION AND 410bnx(3"x 0.128),or
( ) 26 Bard or rim joistlojoist Erdmil
43"x Q131"mails or 85 PSF
TEMPERATURE MAINTENANCE SYSTEM (MANDATORY), 43"x 14ga stapfes'/i""crown 6" THICK MASONRY WALLS (4.07 kN/m■) TYPICAL W 1 N D UPLIFT,
-
1103.6 (R403"6) MECHANICAL VENTILATION (MANDATORY), 20d common(4"x 0 192');or Nail eachlayerasfnllows;32"o.c
at top and bottom and staggered. LATERAL t SHEAR CONNECTIONS
1104.4 (R404.1) ELECTRICAL POWER AND LIGHTING IOd box(3"x0128');or 24"ac face nail at top and bottom GLAZING PROTECTION FROM WIND-BORNE DEBRIIS
Built-up girders ancibeams,2-inchlumtxr 3"x0.131"nails staggered on opposite sides
27 SCALE: S/4n=1'-O" I Q I
SYSTEM layers And:
2-20dconurxm(4"xQ192')lor NOTE* PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF FASTENERS As NOTED
Face nail at ends and at each splice IN SCHEDULE ABOVE �+
3Yx0.x(3"xQlLB');or 7i�L" AND A MAXIMUM SPAN OF 8'--0" FOR EVERY WINDOW. PANELS,
SII"IPLI URE WALL NAILING
ZONES
I S 33"xo.x(V,"xs SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED„ WITH Z Z
PRESSURE NAILING ZONE'S 41Gdbox(3/,"x0.135'.162 APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
28 Legersidpsupportingjoistsorrafters 31Gdbox(3"x0.18');or2');or A I each j of st or rafter,face nai I SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. GLASS PLYWOOD AS NOTED RESIDENTIAL STRUCTURES WIITO TRUSS
41(kllxax(3"x Q128');or
43"x Q131"mils
TYPE CONSTRUCTION, PRE-ENGINEERED
29 Bridglrgtojoist 2-10:1(3'x 0.128') Eacherd,to nut WOOD CONSTRUCTION AND/OR TIMBER
SPACING OF FASTENERS S 11" F"L I F I ED ROOF SHEATHING CONSTRUCTION FOR NEW DWELLING AND/OR Seal / Signature
DESCRIPTION NUNBERAND Intermediate FASTENER TYPE FASTENER SPACING PRESSURE t NAILING ZONES ANY ADDITION ALTERATION A SIGN OR g
ITEM OF BUILDING ELEMENTS TYPE OF FASTENE R'°•` Edges su WINDOW VERTICAL # HORIZONTAL
(nches)" GrpnPh )
PANEL SPAN PANEL SPAN PANEL SPAN SILL STIFFENER SYMBOL DESIGNED IN ACCORDANCE WITH "'"-- ,
Wood structural panels,sub"oor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing S W-O" 4'-6' 6'-8' _ _ TITLE I q NYCRR PART 1265 SHALL BE �--
[see Table R 607 3(3)for wood structural panel extenorwall sheathing to wall framing]
------------- ------- W S
30
/a„ I/2„ 6dcommon(2"x 0.113)trail(subfloor,wall)` 6 12 2Y2" *k6 WD. SCREWS
P I 4 1 AFFIXED TO ANY ELECTRIC BOX ATTACHED
8d common(2/,'x 0.131')mil(roof) 16" 12" q" '�•` 'h (' �� '
-- -- --- FIELD INSPECTION. `
( TO THE EXTERIOR OF THE STRUCTURE FOR fit`
t \ ----- 2 / I ram ,
O 31 /T2"-1" 8dcon,mmnall(2'/,"xa131') G 12 I I-ITTP://WWW.DO`'.NY.GOV/DCEA/NOTICADOPT.14TML#TRUSS
10dmrrunon(3"x 0.1481 mrl,or 6 12 2Y2° #k8 WD. SCREWS PLYWOOD STORM PANEL I I O \ O / O
32 1'/"-1'/" 8d(2'/,"x 0131')defunnednail ■ 11 " n n I 6' DIAMETER
i
I6 I6 12 SHUTTER DETAIL I O -------------- k M1
O I Other wall sheathing, r+.r.■• I 1 O �,ad„,,,, `
O 33 '/,"soucttual cellulosic fiberboard ]'/,"galvan ze l rrwfing ntil, /,,,"head 3 6 (\ Oj
Osheathing diameter orl"crov,n staple 16ga,1/,"long !�
6 u°ste""tural cellulosic 1'/1"galvanized roofing nail,r/,,"head diarne- 4 2 ;C•�•.-- 10
F, I 34 3 G REFLECTIVE w R
fitxrtxadstrralrir> Ica,orl"crtati",salel6n,I/"lon> / °^�t, P g' a g
O O I 1'4"galvanizcdrnofingnail,staplegalvarozccl I ( I REFLECTIVE RED WHITE
35 /,"gypsum sheathing 1'%"Ion); 1'/,'screws,Type W or 7 7 I I
�O O I PANTONE ttIB7 _�•^ _-�"
1` `galv unized roofing trail:staple galvanized TABLE R501.2(11) I /
Project No. 1906
36 /""gypsumsheativr,g 1%"long 1%"screws,Type WorS 7 7 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA I q/ O I � I 41 T
F, D, Wood structural panels,combination subffoor undedayment to framing I WANA 1
37 '/ and less 6d deform d(2•x 01201 nail:or 6 12 WIND SUBJECT TO DAMAGE FROM I 2 I 1
8d common('L/,"x 0131')nail GROUND SEISMIC WINTER ICE-SHIELD FLOOD WIND AIR I
SNOW SPEED DESIGN DESIGN UNDER-LAYMENT FREEZING I ____- 4
I RESIDENCE
8dcounnon(2'/,"xai31')nail;or FROSTLINE HAZARD EXPOSURE - - I
WALL SHEATHING NAILING SCE-IEDULE 38 /" - 1 8ddeformed(21,"x0120')nail 6 t2 LOAD (MPH) CATEGORY W�,THERING DEPTH TERMITES DECAY 7TEMP REQUIRED INDEX 1 I OI Oj I I I 900 South Drive
IOdcorrunrn(3"x 0148")nail;or I I 2 I I I �
39 1'/ -1'/q" 8d deforrvcd(2'/,"x o 120')mil 6 12 45 P5F 150 SUFFOLK SEVERE 3'-0" MODERATE SLIGHT TO SUFFOLK YES AS PER B 5q9 4 I O I I I Mattituck,NY
MPH B TO HEAVY MODERATE II FEMA I I
ZONE 5 ZONE 6 --I---L----_J---I--i Architect of Record
3
NOTE* THIS SET OF PLANS HAS SEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING �3 1_ 4 n4 �j
CODE WITH THE NYS 2017 UNIFORM CODE SUPPLEMENT # 2016 SUPPLEMENT TO THE NYS ENERGY - -�J- -4-`� Jason M. Ormond,
FIELD CONSERVATION CONSTRUCTION CODE
THE CONSTRUCTION TYPE J¢*
12" O.G. 12" O.G. DESIGNATION SHALL BE „I', STROP Architect
ROOF SHEATHING NAILING SCHEDULE INDIICATE III'THE CONSTRUCTION
EDGE 6" O.G. 6" O.G. STRUCTURE UNDER SECTION
CLAS51FICATION OF THE MI Road
602 OF THE BCNYS DESIGNATION FOR STRUCTURAL Westhampton Beach,NY 11978
COMPONENTS THAT AIRE OF TR1155
TYPE CONSTRUCTION T:631-288-1404
ALL Yam" EXT. PLYWOOD WALL SHEATHING TO BE SECURED
ZONE I ZONE 2 ZONE 3 ZONE 4 F:631-288-0549 E:jmoarch n aol.com
WITH 6d COMMON NAILS- 2" x I I Yz" GA. - PATTERN AS
_ ■ ■ FLOOR FRAMING,INCLUDING
INDICATED ABOVE.
■ ■ F GIRDERS AND BEAMS
FIELD BUILDING Date Scale
8" O.C. 12" O.G. 3" O.C. 4" O.C. "R" ROOF
STANDARDS AND CODES TR" FLOOR AND ROOF FRAMING 3/29/19 AS NOTED
EDGE
4" O.C. 6" O.c. 3" O.G. 4" O.C. Drawing Title
ALL Y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED AREA CALCULATIONS NOTES
WITH ed COMMON NAILS- 2Y2" x IOY4" GA. - PATTERN AS GROUND LEVEL (FORMER GARAGE) * 864 50. FT.
INDICATED ABOVE. FIRST FLOOR (EXISTING) : 864 SO. FT.
SECOND FLOOR (EXISTING) * 864 50. FT. Drawing No.:
TOTAL LIVING AREA + 25g2 SO. FT.
NEW COVERED PORCH : 467 SQ. FT.
00
0-0
O (EXISTING)
36'-O"t 12'-2"t A
(EXISTING) O
(EXISTING)
r -1 A 81 EXISTING r -1
� L — J v
L IJ
aD �° W G
m ® In � z STORAGE I
- 4" 13'-6" In 4" 2' O" 4" 9' (_� 3 N 6'-6"t O
i
1` -1 BATI-I , N (EXISTING) 2" x 6" AGO r
a CL S. t '-8" CL HT. @ 16" O.G.
t7'-B" CLG. HT. I —
1 •,. I 8" THK. POURED CONC. r — -� N 0 (F BEDROOM E) � Y
�o I F —
FOUNDATION WALL ON N I LIN.
a" x 16" WIDE POURED I I I �W FAUX WOOD TILE _
GONG. FOOTING MIN. - p 3
36" BELOW GRADE TO L — J mw �- 5.D. `t �- L J
.. 1 S" MIN. ABOVE GRADE x O _ (n ► Q 1
S.D. GO
I I w �' O � w � Z LAUNDRY Q IQ al
}I l7 4 r I z 0
II I I I I I �j N O N (V E ISTIN IRDER - _ ry - EXISTING DER
- q _O
L——_J L———J L———J ::
lT
r X I ( N � � � NEW 3� � STEEL S.D. x I
�. COLUMN DOWN N CLOS.. _
FROM EXISTING � O !n I x N
GIRDER ER ABOVE -3-0'" 4" 4'-11"t -
TO NEW
N i 1
' ( EXISTING — �N AL FOUNDATION
--- 0 a m 1
SLAB ON w r
GRADE I I miry (�
I
L — J w b t7'-B" CLG. HT. $ O L I
' BEDROOM
(FORMER GARAGE) NEW STAIR IL {I Z j
INSTALL S" LONG #4 BARS - FAUX WOOD TILE E I REPLACE N MECHANICAL 1
VERTICALLY @ 12" O.G. - 4" j N CL S. I- 2 x 6 AGO
� n u �
EMBEDMENT INTO EXIST'G CUT EXISTING j. _N @ 16" O.G.
FOUNDATION WALL * FOOTING FOUNDATION X
SET W/ NON-SHRINK GROUT O
NEW LFOYER EPLAN 4" 14:_7n � ` ,4n 2' ou 4n UP 8:_3n f X •4u 8'-6"t I I I
H TYPICAL @ ALL NEW (MATCH EXISTING) O
0 FOUNDATION WALL LOCATIONS
=
rn
f 2 �13/q"x7Yg" LLVL FLUSH HDR.
\ UNEXCAVATED \ - - (-13_ o"t - - - x6 czs
k / - A bl
_ _ t7 6 CLG. HT.
4SLAB W/ 6EINFQ�CXD GO W2.0 xE BOTTOM I WA OOF (EXISTING) "
FOUNDATION \ / I O , r
UNEXCAVATED 1 r ____ _..
I TING) j ci FOYER x6 C ILER a
W2.0 EPDXY COATED WWM �� SLAB CONCRETE WALLS SHALL BE '� m
i 1' u \ / I - -_ U D FAUX WOOD TILE 0 U 0
ON VAPOR SARRI�IZ OVER = 4 I ( 4 REINFORCED CONCRETE DAMPPROOFED AS PER 406.1 - - �1 --- - U
O COMPACTED FILLS i0 COVERED-_--T-_---- � ' _ q
STEP v SLAB W/ 6 x 6 x W2.0 x BY APPLYING ANY ONE CIE J ; _' ,� 0 -; - -- - 0 Q
' DN W2.0 EPDXY COATED W Wt"1 O - co- - - - J
1 o ENTRY x , -
i I THE LISTED DAMP PROOFING �9 -
r r ON VAPOR BARRIER OVER I +1 MATERIALS OR ANY ONE ,OF I I `9
4" D�2AIN TO COMPACTED FILL 'A ! ) I x - (�4
�C - (BLUESTONE - cV x
�t THE WATERPROOFING GL S.
D YWELL ! MATERIALS LISTED IN/6ECTION o �/ N P
t-2"rWIDE I • I I . I R406.2 TO THE EXT RIOR OF _ I
i " u n FJ
/ r - N
POURED 6 10 -4 8 THE WALL_ -a ---- _ 2 I m +
N : n n : n �� /
GONG.
- r I HAUNCH _ \ —. r I / n j u - u n ry
- IRDER 2 -2 x8 2)-2 xl0 ACQ GIRDER!
� FE12
- f 3)- 2 x O AGQ G 8" THK. POURED GONG. ' 12'-O" 5'-3"t 5'-loll '-10" 7'-1" 5'-O" '12"xl2" POURED GONG. FOUNDATION WALL ON LEGENDPIER W/ (4)-#4 II'-O" 12" 4'-q" I1'_8" II'-8" 12' 7"
8" x 16" WIDE POURED
VERTICAL REBAR ON GONG. FOOTING MIN. 17'-q"t
36" BELOW GRADE i 10"0 POURED GONG.
24"x24'"x12" POURED * HEIGHT TO BE EXIST G WALL Q I ` /
'SONOTUBE' PIER ON
GONG. FTC. W/ (2)-#4 DETERMINED BY GROUND LE V EL PLAN 24"x24"xl2" POURED �
BARS EA. WAY ' l EXISTING GRADE
MIN 36"' BELOW GRADE FOUNDATION PLAN PROPOSED WALL CONC. FTG. MIN 36"
SCALE: 1/4"=1'—O" BELOW GRADE
SCALE:: 11.4 = I'-O" TO BE REMOVED (TYP. OF 5) I I
I
A A =
O O I .0
6'-0" 13'-0"t 4'-4"
(EXISTING) NEW DECK NEW EGRESS V
io'-q" ill-loll q'-O" WINDOW IN
210410 MASTER O
r EGRESS Q
— —2:�_N I P RAF ER �
i
1 264 0-2 i
30510 2 6 (R LOCATED FROM S.E. BEDRM.) -
" " 2"xa" 2 2"xl0"HDR.
C- (2)-2 xa ( )-
U ❑ DESK I l
0co
Pw _ �, ry N
z �: :� :_ :: z I o I z a w WALK-IN +1 z a z I
1 0 12 -o t 5 -2 6 0 17 4 ►- I w I- CLOS. � w OFFICE N
N_ 1 _N
N (EXISTING) Qm W I r IL Q i N ,� X I c4
X ► (FORMER KITCHEN) (� Q I6'-6"t 11'-O"t f` W q 7'-0"t l7 w I Q
$ DINING RM. ry $ q
w
W IL (EXISTING) ^ W EXISTING
24° (FORMER BEDROOM) - - p T I - (EXISTING) L (EXISTING) I v�
8 N
IL J 12" +� Z 1Y $ ' N 12" I o �
O.H. ' I H fY O F U, a - `LU H
- ------'
- r I N w - S.D. co Seal / Signature
to x X BEDROOM S.D. w x
w Lo S.D. co 4"x4" PosT w GREAT RM. COVERED I w O O ++ z w
OO OVER EXISTING PORCH �' I O
n u ! STEEL COLUMN I I N I ,'G"+ • 0
.� 4 x4 '� 5jqux4" I UP
BELOW m X I �.J G
_H 'U P05T +I U' MAHOGANY _ W l7 1 `� •(
h/" x IIy" L�(L W/ y"" x II" STL_>I' FLUB HEADER EXISTING LVL FLUSH GIRDER 'T l O I-
I -�—_--------.r- DN - - l. NEW 36"xa0" I EXISTING RIDGE EXISTING RID E
N w \ EXISTING ----—---ry x � ENTRY DOOR X -
I POST-- - w �s L I 36
" HIGH W 1 cn
to i I I 1 RAILING I
I I t
N In 2" x B" R.R. N N I OJg �' !�<�
I(o" O.G. = tY36" HIGHtY I -.,jam '- -lot`� /t
0 -------- I I 0 I W o ,-'RAILINGW
N , KITCHEN I I , I I
FY ON- K i I tv " " -. ., Project No:-I906
I
BRACKETS $ (FORMER BEDROOM) _ I 0 I tY I m I tL ^ o f LIBRARY w o �- I WANAT
Q _H X`� �' - - X $ = X I RESIDENCE
(8 19x2 4) J i I I J I W $ e I T N
611, 3 0 I 14'-5"t I 17 6'-O" Q I l7 a O -D" Lu FLU I
z _ z SITTING U' ASTER I toIEEE] z 900 South Drive
X - I I (EXISTING) I J N AREA N BATH w v N N i Mattituck,NY
f-
l]) UP _
X I I I X X X
W X I I W I = 1 OI 7'-OI"t W Qm q'-6 t 17'-5"t W W I S.C.T.M #:
W (EXISTING) (EXIST NG) I 3 (EXISTING) 1
I
XI I ---------------- ---� x
I / \ 1C— (2),-2uxan �/——— v
I
Architect of Record
- 2632-2 26410 EXI ING 2" I ® i Jason M. Ormond,
0 Hip
+ R�FTF I Architect
I i dam. _ EXISTING EXISTING EX15TING
U Q� COVERED I \y e O I 120 Mill Road
o wC� a U PO REI#" a U I o c P a4 I / Westhampton Beach,NY 11978
2 - O _ O I I q J� I / T:631-897-3775
3 2 —_Vi MAHOGANY
W `A — I A �yP 1 I / F:631-288-0549 E:jason@jmoarchitect.com
z I O x
x I � `+
Date Scale
12'-0" _ 12'-O" _ (ai 12:_0"
N/ (3)�44,,-)i 7'/4" LVL HEA ER (3) 1514" x 7y4" LVL HEADER 3)- 1314" XI 7y4" LVL EADER / I // 3/29/19 Y4��=11-011
I
— — — — — — — — — / - L—————————---—————————————————————————————————————————————
Drawing Title
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR PLANS
Q f� loll x loll
FIRST FLOOR PLAN WATERPROOF DECK OVER FOYER FIBERGLOADBLASS
C D
AND ENTRY: COLUMN (TYP.) SECOND FLOOR PLAN
T4 MAHOGANY DECKING ON 2 x Drawing NO.:
TAPERED SLEEPERS ON BUILT-UP
SCALE: 1/4"=1'—O" ROOFING PITCHED y4"/FT. g
314" EXTERIOR GRADE PLYWOOD SCALE:
SHEATHING
21lx6" D.J. @ 16" O.G.
3'-0" HIGH STAINLESS STEEL Q O
CABLE RAIL W/ MAHOGANY
HANDRAIL
ROOFING
NEW 40 YEAR ARCHITECTURAL
GRADE ASPHALT ROOF
SIDING SHINGLES OVER 30# FELT
NEW 5Y2" EXPOSURE OVER EXISTING SHEATHING
OxG" AZEK CEDAR PERFECTION
FASCIA W/ SIDING OVER TYVEK -,-
I"x2" AZEK HOUSE WRAP OVER �-
�q"x4" AZEK OVER EXISTING SHEATHING
WINDOW 4
DOOR TRIM
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EXISTING SHEATHING 4 -
ROOF STRUCTURE
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NEW 3" CLOSED EXISTING ROOF
CELL SPRAY FRAMING
rl
FOAM I1111 SOU-, H ELEVATION STONE ERF°E EAST ELEVATION
LOWER SIDING
EXISTING WALL ' 11 NEW CEDAR
FRAMING LIBRARY CLAPBOARD OVER I"x2"
WALK-IN FURRING OVER n_ I_ _ I_ 11
11 EXISTING FOUNDATION SCALE: I/4 —I On
SCALE: 11,411-1 O � I
CLOS. WALL OR TYVEK HOUSE
WRAP OVER Y2" GDX
EXISTING FLOOR PLYWOOD SHEATHING
STRUCTURE " OVER NEW FRAMED
i
EXISTING WALLS
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FLOOR i ! 12
STRUCTURE
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FOYER AND ENTRY:
NEW 3" CLOSED MAHOGANY DECKING ON
CELL SPRAY GREAT RM. COVERED 2" x TAPERED SLEEPERS ON
I
FOAM INSULATION BUILT-UP ROOFING
PORCI�•d
PITCHED Y4"/FT.
EXISTING WALL '14" EXTERIOR GRADE
FRAMING g PLYWOOD SHEATHING
EXISTING FLOOR 2"xr," D.J. V 16" O.G.
STRUCTURE 3 O HIGH STAINLESS STEEL
• CABLE RAIL W/ MAHOGANY
' HANDRAIL ROOFING I
I
NEW 40 YEAR ARCHITECTURAL
GRADE ASPHALT ROOF
SIDING SHINGLES OVER 30# FELT
NEW EXPOSURE OVER EXISTING SHEATHING
I"X6" AZEK CEDAR PERFECTION
3" CLOSED 2 13/"x7Y" LVL /" 5" CLOSED CELL FASCIA W/ SIDING OVER TYVEK _ v�
CELL SPRAY ( ) 4 4 SPRAY FOAM
FOAM FLUSH HDR. I"x2" AZEK HOUSE WRAP OVER _
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EXISTING SHEATHING Y 7 Z Z INSULATION INSULATION �q"x4" AZEK OVER _
(R-30) WINDOW
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FOUNDATION WALL ON �_!a
8" x 16" WIDE POURED
CONC. FOOTING MIN. __ I
I
1 1 I 1 I"X6" AZEK ALUMINUM -- Project No. 1906
n- I- n 36 BELOW GRADE
* HEIGHT TO BE -�—— FASCIAGUTTERS 4 - -
DETERMINED BY ±'41 (TYP.) LEADERS - -
EXISTING GRADE _ , .,_ _. __. _ - -------- ..._ .- �-
_. - _ T _ _- _ _ _ - - - FIN. SUB FLR. (TYP.)
WANAT
- - - - -- T.O. p�T. RESIDENCE
900 South Drive
Mattituck,NY
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1.1 � 11 1 1- 1 �- BRACKETS
2 011
(BKTIgx24x4)
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IJL ' 1 I' O C:.14.
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J� - 30 1° Architect of Record
PTL 1 b W - 43 = �-
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r Jason M. Ormond,
Architect
i I 1 FIN. SUB FLR.
T -,t120 Mill Road
, 1
-_- -
t
- 1 Westhampton Beach,NY 11978
y p� T:631-897-3775
E:jason@jmoarchitect.com
-
�; 10" x 10"
LOADBNORTH ELEVATION FIBERGLASS
FIBERGLASS Date Scale
CEDAR LATTICE COLUMN (TYP.)
SCALE: 1/4"=11-0j1
Drawing Title
' r, ELEVATIONS
1 -
NEST ELEVATION - - • ,1
CULTURED
STONE FACE DrawingNo.:
SCALE: 11411=11-011 ON EXISTING
RETAINING,
WALL
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