HomeMy WebLinkAbout44733-Z �Q�OgUFFOt�COG. Town of Southold 12/16/2020
y P.O.Box 1179
0
53095 Main Rd
�� o�� Southold,New York 11971
Ol �p
CERTIFICATE OF OCCUPANCY
No: 41679 Date: 12/9/2020
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 4100 Youngs Ave, Southold
SCTM#: 473889 See/Block/Lot: 55.-2-14
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/7/2020 pursuant to which Building Permit No. 44733 dated 2/26/2020
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built"alterations, including finished second floor, to existing single-family three bedroom dwelling as applied for.
The certificate is issued to Treiber,Peter
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44733 6/19/2020
PLUMBERS CERTIFICATION DATED 7/30/2020 J Tuomey
A d gnature
u TOWN OF SOUTHOLD'
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
R
Permit#: 44733 Date: 2/26/2020
Permission is hereby granted to:
Deutsche Bank Natl Tr Co
3217 S Decker Lake Dr
Salt Lake City, UT 84119
To: legalize "as built" alterations to existing single-family dwelling as applied for.
Additional certification may be required.
At premises located at:
4100 Youngs Ave, Southold
SCTM #473889
Sec/Block/Lot# 55.-2-14
Pursuant to application dated 2/7/2020 and approved by the Building Inspector.
To expire on 8/27/2021.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,456.00
CO -ALTERATION TO DWELLING $50.00
Total: $1,506.00
Building Inspector
Form No.6 I
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 fromplumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A,properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
_ C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00;Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. /
New Construction: Old or Pre-existing Building: (check one)
Location of Property: \I oQ Q,,� &h-PM S D V Q Id
House No. Street Hamlet
Owner or Owners of Property' V-P k r TLU,ha
Suffolk County Tax Map No-1000,Section Block �� Lot J
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
FEB 1 9 2020
Buildhig Dena[rtingtitAl$01ieation
AUTHORIZATION
(Where the Applicant is not the Owner)
residing at TC0s/CWS L G.i_e
(Print property owner's name) (Mailing Address)
�40 S
do hereby authorize AMP Architecture
(Agent)
to apply on my behalf to the
Southold Building Department.
(O . r"s Signature) (Date)
r--
_
(Print Owner's Name)
rqjf-SID
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 sean.devlinl-town.southold.nv.us
COW,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Peter Treiber
Address: 4100 Youngs Ave city Southold st: NY zip. 11971
Building Permit#• 44733 Section: 55 Block 2 Lot 14
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Pumillo Electric License No: 2300ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey ,( Attic Garage
INVENTORY
Service 1 ph X Heat Gas Duplec Recpt 57 Ceding Fixtures 14 Bath Exhaust Fan 4
Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 9 Smoke Detectors
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 22 CO2 Detectors
Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 6
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect FEI Switches 43 4'LED Exit Fixtures Pump El
Other Equipment. Micro, DW, W/D, Heater, Fridge, Gas Oven
Notes, "AS BUILT" "NO VISUAL DEFECTS" House w/ Finished Upstairs
Inspector Signature: Date: June 19, 2020
S.Devlin-Cert Electrical Compliance Form.xls
rAf-S
Town Hall Annex Telephone(631)765-1802
54375 Main Road1
Fax(631)765-9502
P.O.Box 1179 'G Q'
Southold,NY 11971-0959
UN
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
^B
CERTIFICATIO-N
Date:
Building Permit No. q9_73-
Owner:
_ `�e}'�r I rei
T (Please print) -
_Plumber: -
(Please print) T—
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature) '_
Sword to before me this 30-CAL.)
day of , 20a.;2
NftN Public,State of Now Yo*
. No.01 GA4865631
(kWMed in Suffolk CounW
Commission Expires 07/Z1/20A.9e
Notary Public,. :County,
U��33 ho�aOE SOGTyo�
` f # TOWN OF SOUTHOL-D.BUILDING DEPT.
Nyco„rr, 765-1802
INSPECTI-ON
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ] FRAMING /STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY • [ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)( -
[ ] CODE VIOLATION [ ] PRE C/O l�
REMARKS: Ifl� L
DOD
I G cw( �JVk a COW `
plum
DATE INSPECTOR
Of SOUTP 1 ( / / 1 too �d V NG r A-vc -
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST ' [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ '] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE--& CHIMNEY [ " ] FIRE SAFETY INSPECTION'
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL'(FINAL) 440asg
[ ] CODE VIOLATION [ ] PRE C/O 44&49V,
REMARKS: /J
a �T— G _ 1
PAPS
sneed -Ap ' kc -W7�,
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DATE D INSPECTOR
ii
Aberdeen
Building
Consulting, Inc
PO Box 62
Brightwaters NY 11718
877-492-9800
http://AberdeenBuildingConsulting.com
July 18th, 2020
RE: 4100 Youngs Ave, Southold, NY
Building shell leakage '
Conditioned floor area 1st floor: 1665 square feet(sf)
Conditioned floor area 2nd floor: 771 sf t.
Conditioned volume 1st floor: 13,320cubic feet(cf)
Conditioned volume 2nd floor: 4318 cf
Total Conditioned volume: 17,638 cf
Blower door reading: 5900 cubic feet per minute under 50 pascals of pressure (4664 CFM 50).
This equates to shell leakage of 15.9 air changes per hour under 50 pascals of pressure (15.9 ACH 50):
Best regards,
MATTHEW WYNNE
Certified HERS Rater#2214533
ARCHtTECWRE
Operating Business Address:1075 Franklinville Rd,Laurel,NY 11948
Brooklyn Office:204 251 Street,Suite 203,Brooklyn,NY 11232
uL Laurel Office:1075 Franklinville Rd,Laurel,NY 11948
Office Phone:(516)214-0160 Anthony Portillo:(716)572-4741
February 24,2020
RE:Treiber Residence :'1
• � `� 2
4100 Youngs Ave,Southold FEB 2 5 020 '
To Town of Southold Building Department:
Our office has confirmed that the above location consisted of existing 3-bedrooms prior to the
renovation. Feel free to contact our office with any questions.'
Sin erel �(E FDA
5 �.� M. P
0
Anthony Portillo, RA
N9� X37410
FBF NE��
XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:450 95°i St,C9,Brooklyn,NY 11209
Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
July 291h,2020
RE:4100 Youngs Ave
Southold, NY 11971
To Town of Southold Building Department:
I conducted a site visit at 4100 Youngs Ave,Southold NY to inspect the framing,strapping, rough
plumbing, and insulation. Based on my inspection the framing,strapping, rough plumbing,and
insulation were completed to meet NYS Building Code and the architectural plans.Please feel free to
contact my office if you have any questions.
Sincerely,
1
Anthony Portillo,RA,LEED AP
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SOF N�
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own Hall Anneic '
375 Main Road -
P.Q.Box 1179 G
old,NY 1197 1-0 59
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TOWN OF SOUTHOLD' BUILDING PERMIT APPLICATION*CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,•NY 11971 4'sets of Building Plans '
TEL: (631)765-1802 Planning Board approval '
FAX: (631)765-9502 Survey
Southoldtownny.gov -PERMIT NO. ��133 Check'
Septic Form
NX.S.D.E.C.'
Trustees
C.O.Application
Flood Permit
Examined 20 - Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact: �M n, [� p
Approved 0� �l 20 � Maifto:AV I hN" h"!r; tul
Disapproved a/c tOTt7 ga"LliIIig
1Phone:��`1 (12
Expiration 20
'-— B 'ld' g spector
FEB' - 7 2029 APPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building In 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: • r . I -
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.
Amp �W,41 ifff.
(Signature of applicant or name,if a corporation)
(Mailing address of,applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber,or builder
a�
Name of owner of premises ` '�,I'
(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�' roposed work will be done:
® o
House Number treet J Hamlet
County Tax Map No. 1000 Section Block a. Lot I'�
Subdivision Filed Map No. Lot . .
2. State existing use and occupancy of premises and intended use and occupancy of ro o ed construction:
a.- Existing use and occupancy
b. Intended use and occupancy SjI_C -N m i Su QZ[U �1`� a I
4
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal- Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy, specify nature and extent of each type of use.
L �\
7. Dimensions of existing structures, if any:Front 1 , S VDepth Rear ��
Height Number of Stories
3q L �l
Dimensions of same structure with alterations or additions: Fron ,J Rear
DepthHeight Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height (�r� Number of Stories
9. Size of lot:Front "bV\ Rear. \ DepthI_�
10.Date of Purchase Name of Former C-
12.
Owner
11. Zone or use district in which premises are situated�
Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13.Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect Am jAcnU O ffi t(O Address J075 tra0 Llj VIl',� 1p&Phone No—t I -Q IU-,01k 6
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF'YES,"SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NOA--
* IF YES,D.E.C. PERMITS MAYBE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, ,
(S)He is the AL/��iy 1-Y
(Contractor,Age t, orporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this �1
day of Y V 20 o d
Y L. DWYER
otary Public U NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2-�aa
Scott Aa Mussell ,� 0SuFFQ Ir�G ST0]kMNWA1FIE1k
SUPERVISOR NI��1[A\N A�G1lEI� IE1NT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town ®f Southold
CHAPTER 236 - STORMWATEt MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOLES THIS PROJECT RWOLVE ANY OF THE ]FOLLOWING,
Yes No (CHECK ALL THAT APPLY)
❑[�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.
00 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 f loodplain as depicted
on FIRM Map of any watercourse.
❑12f 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
NAME
f/I�IA'A Section Block Lot
c� _ ��W � Ito�� FOR BUILDING DEPARTMENT USE ONLY
Contact Informationel ®
Cfdephom•Numhed
Reviewed By:
Date_
Property Address/Location of Construction Work: — — — — — —— — — — — — — —
Approved for processing Building Permit.
4 1 o®P,(X16 un Ave ® Stormwater Management Control Plan Not Required.
,Sly L)1'l/1� Id , IVY Y u-►� I Stormwater Management Control Plan is Required.
® (Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
Electrical Inspector-
BUILDING
DEPARTMENT
-
4
��1:� t � ��''y' TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
zc-
Southold, New York 11971-0959- NOV 1 7 2020
Telephone (631) 765-1802 - FAX (631) 765-9502
0., rogerr@southoldtownny.gov - seand southoldtownny
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ail Information Required) Date:
Company Name:
&M."Mb I�G�i� c
Name:
License No.: 2300 A t� email:
Address: D d
Phone No.:
JOB SITE INFORMATION (All InformationRequired)
Name: �-�/ "' ?/\"
Address: flu' �,�? S`v o // l` /
Cross Street:
Phone No.: c ,
Bldg.Permit#: email: pa 7/%.Ot40-
Tax Map District: 1000 Section: S5 Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: (YE / O Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection FormAs
�QgufFO[,y-�D BUILDING DEPARTMENT- Electrical Inspector
j0 GymTOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
CD
"' - Southold, New York 19971-0959
oy,�0� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(cDsoutholdtownny.gov - seand(ab-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali Information Required) Date:
Company Name: c.n c
License No.: '�e®>J email:
Address: oDo n
Phone No.: 1 '('0�
JOB SITE INFORMATION (All Information Required)
Name: eS�\ �c--�� .S Q—
Address: \
Cross Street: �:
Phone No.: 1
Bldg.Permit#: X 0 7 7177 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: ES NO Rough In =Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection FormAs "'b'
lv/
BUILDING DEPARTMENT- Electrical Inspector ,
TOWN.OF SOUTHOLD
CD Town Hall Annex - 54375 Main Road - PO Box 1179
- Southold, New York 11971-0959
s y • p!� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(c�southoldtownny.gov seand(a�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date.-
Company Name: c
Name:
License No.: email:
Address: o
Phone No.: 1 \6"0.
JOB SITE INFORMATION (All Information Required)
Name: "—����
Address:
Cross Street:
Phone No.: 1 � "
Bldg.Permit#: 0 7#4 77 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That.Apply:
Is job ready for inspection?: ES NO Rough In Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection Form As
sW ,►N1`.;� ,�U���
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FAN
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East End Inspection Agency, LLC
P.O. Box 35
East Qidgue, New York, 11942
(631) 594-2272 Fax(631) 594-2598
ofricg@easten-dinspectionagency.com East End Inspection Agency
(ELECTRICAL COMPLIANCE
' BNB section and compliance p p ce of electrical equipment and/or work
Many OuneBa�„`essst°"es' iot after the final inspection date listed.
PV.Aii One Bon
II��
Date: June 19, 2020
Certificate No: 20-39. 4
of Property Inspected
Ave Southold, New York
ck:_2_ . Lot: _14 _Permit Number- _44733
www.bridgenb.com 1631.537.1000
[X] Basement [X] 1st Floor [X] Garage [X] Service [X]Attic
Fixture Outlets-34 1-30-200 ACFI Breakers-23
Incandescent Fixtures,-,6 Switches-24 Special,-Rec. -2-20 Amp
Outlets-47 Gas Heat- 1-frac Meters- 1
GFCI Receptacles- 13 Ranges- 1-gas
Dishwashers- 1-20 Amp Dryer- 1-gas
Washer-1-20 Amp CO Det-3
Smoke Det-6 Service Disconnect-1-cb
AC Units-2-20 Amp 1-5-60
Electric Service-200 Amp Other Fixtures-28 led
Service Cond Size- 1-set 2/0 copper Dimmers-6
Date of'Roughing Inspection: 3/20/2020 Date of Final Inspection.6/17/2020
The electrical work and/or equipment described above were inspected and appear to be in compliance with
local, state and national electrical code requirements at the time of inspection.
Installer: Pumillo Electric License Number: 2300ME
10470 Main Rd
Mattituck, NY 11952
Electrical Inspector:
Edward Seltenreich
Town Hall Annex Telephone(631)765-1802
54375 Main Road . Fax(631)765-9502
P.O.Box 1179 CDC
Southold, NY 11971-0959 i� �
BUILDING DEPARTMENT
NOTICE OF-UTILIZATION OF TRUSS TYPE'CONSTRUCTION. PREf-ENGINEERED,
WOOD CONSTRUCTION ANVD/OR TIMBER CONSTRUCTION
Date:. oI 1 Le 1d,0a0
Owner: -
Location of Property: �(�,
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)
X Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature: �'_
Name (person submitting this form):
IJJ
. (P
Capacity(check applicable line):
Owner
Owner representative
TrussRegMdocx Effective 1/1/2015
ARCHrrECTURE
Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
LC Brooklyn Office:204 25"'St,Suite 203,Brooklyn,NY 11232
Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Office Phone:(516)214-0160
LETTER OF TRANSMITTAL
DATE: 02/07/2020
TO: Southold Building Department
FROM: AMP Architecture
1075 Franklinville Road
Laurel, NY 11948
}
Enclosed please find:
-Building Permit Application-4100 Youngs Ave,Southold
-Application for Certificate of Occupancy
-Stormwater Management Work Sheet
-'Truss Type Construction form
-4 sets of plans
-4 copies of a survey
Regards,'
Anthony Portillo
AMP Architecture
(516) 214-0160
S.C.T.M. NO. DISTRICT. 1000 SECTION: 55 BLOCK: 2 LOT(S): 14
1%
Al/F OF
Eut�A9ETHH KRAUS STAKE
�EjkrN 151.671
y
WAGE SO" LINE ee a.7
To
x
c�
rape,-61.1
� wYo N/F OF
PECONIC LAND
TRUST WCORPORATED
N
w x
r
061 .655 "
2 c X1.8 A
`Z
~ MAX 14100 66.4' OQ
240 "5
G
0 9
U.P.
ISO.
15PttN'T OR��Y
9.1'S
F E E IGC MRE�PE
to
Ol
FF
NO
R`�� READ
THE WATER SUPPLY, WELLS ORYWELLS AND CESSPOOL
LOCA DONS SHOWN ARE FROM MO OBSERVA71ONS
AND OR DATA OBTAINED FROM OTHERS
AREA:13,574.88 SQ.FT. or 0.31 ACRES ELEVARON DATUM:
UNAUTHORIZED ALTERARON OR AMMON TO THIS SURVEY IS A WOLARON OF SECRON 7209 OF THE NEW YORK STATE EDUCARON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 177LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSRTURON
LISTED HEREON, AND TO THE ASSIGNEES OF TH£LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RUCITUR£S RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT RHE TIME OF SURVEY
SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO:PETER S. TREIBER;
MAP OF. FIDEUTY NATIONAL TITLE INSURANCE COMPANY;
FILED:
SITUATED AT: SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
4t ,* 4 P.O. Box 153 Aquebogue, New York 11931
FILE #19-165 SCALE:1''=30' DATE: NOV 7, 2019 PHONE (831)298-1588 PAX (831) 298-1588
N.Y.S. LISC. NO. 050882 maintaining the records of Robert L RetmeW & Kenneth N. RoTehak
4100 Youngs Ave
HVAC Load Calculations '
,r•• for
Daniel Marra/MarrCon Development Corp
r
VAC H AC LOADS
Prepared By:
Matthew Wynne
Aberdeen Building Consulting
PO Box 62
Brightwaters NY 11718
631-969-9860
Monday,July 06,2020
Rhvac is an RCCA approved Manual J and Manual D computer program.
Calculations are performed per RCCA Manual J 8th Edition,Version 2, and ACCA Manual D.
,RhVSc,�'RLi�id(ititial:&-,Lioht,Ooifiihef6iiil,HVAC-,,LbAds
�,Elite S6ftwiire DdVel6ph)eifit0
ve,,,
0XdU,
e
Project Title: 4100 Youngs Ave
Designed By: Matthew Wynne
Project Date: 7/6/2020
Client Name: Daniel Marra/MarrCon Development Corp
Company Name: Aberdeen Building Consulting
Company Representative: Matthew Wynne
Company Address: PO Box 62
Company City: Brightwaters NY 11718
Company Phone: 631-969-9860
Company E-Mail Address: 2inspect@optonline.net
Company Website: AberdeenBuildingConsulting.com
v,
Reference City: NYC-Kennedy AP, New York
Building Orientation: Front door faces West
Daily Temperature Range: Medium
Latitude: 40 Degrees
Elevation: 13 ft.
Altitude Factor: 1.000
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hurn Rel.Hurn Dry Bulb Difference
Winter: 15 13.8 809/6 n/a 70 n/a
Summer: 88 72 46% 50% 66 45
Ne
Total Building Supply CFM: 1,967 CFM Per Square ft.: 0.852
Square ft. of Room Area: 2,310 Square ft. Per Ton: 476
Volume (ft3) (Above Grade): 16,555
Volume (W) (Total): 16,555
N,
d h
Total Heating Required Including Ventilation Air: 92,112 Btuh 92.112 MBH
Total Sensible Gain: 43,716 Btuh 81 %
Total Latent Gain: 10,151 Btuh 19 %
Total Cooling Required Including Ventilation Air: 53,867 Btuh 4.49 Tons (Based On Sensible+ Latent)
4.86 Tons (Based On 75% Sensible
Capacity)
7
p
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
'Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Monday,July 06, 2020, 12:04 PM
;Rwac.-Residential&Light,Commercial HVAC,Loads 'Elite Software Development;Inc.z
�Aberdeeri Building,Consulti'ng _ - r 41,00 Youngs Aye
Ba:Shore NYj,1706•r`' 'Page3�;
Load Preview Report '
Has Net Rec ft.z Sen Lat Net Sen Min Min Sys Sys Sys
Scope AED Ton Ton /Ton Area Gain Gain Gain Loss FMHtg Clg Htg Clg Act
CFM CFM CFM CFM CFM
Building - 4.49: 4.86; 4761 2,310, 43,7161 10,151+ 53,8_67, 92,112; 1,18_9; 1,9671 1,18_9 1,967] 1,9_67
System 1 Yes, 3.61- 3.831 3981 1_,526; 3.4,4641 8,899 43,363; 78,994; 1,023; 1,5671, 1,023:1,5671 1,567
Supply Duct Latent 4,851 4,851
Return Duct ---01' -339 --~339; 288j
Zone 1 ; 1,526, 34,464 3,709- 38,173 78,7064 1,023£ 1,567, 1,0231'1,5671 1,567
1-Bedroom 1 /Bath 1 /WIC i ! 3 298- 5,095? 472' 5,567• 15,216 198, 232; 198 °'23241 232
2-LivingRoom 306 5,616, 982' 6,598^ 12,769; 166', 255, 166rs�255,E 255
-r -- - - -- - -- -_ -- --_, - ,5 - --
3-Kitchen ? 176 2,314, 101'_2,41_5 7,308, 954 105 95!1.4 105; 105
4-Bedroom 2 t t 216• 4,890, 3673 5,257' 11,9061 155„ 222t 155;_, 222y 222
5-Sun Room _ _ 152, 9,720, 1,257; 10,977: 12,396: 161 442 161 442; 442
--
6-Bedroom 3/Bath 3�---� -- -�---- F--,--184: 3,937----•--; _ �- __-_
---
- 340' 4,277, 10,249: 133 179' 133- n°179;� 179
7-Foyer/Bath 2/Stairs , 192' 2,891! 190 3,081, 8,862 115, 131. 115 y1311;� 131
- --- - - -- - - - - - ---`--- - - - - - - -
System 2- No 0.88' 1.03; 763; 784. 9,252 1,252 10,504; 13,118, 166; 400 166.``;4„400,l 400
,
Supply Duct Latent 386' 386,
Return Duct 457' 114, 571' 347#
Zone 1 784' 8,796; 752= 9,548 12,771; 166" 400: 16 6,,, 4001 400
8-2nd Floor Front 359' 2,5171- 313 2,830 5,418; 70 1141 70 '- 114# 114
- -2 -- -- --.--- - --- --
9-2nd Floor Rear ! 4261 6,279; 439< 6,718< 7,353' 9-6-- 286; 96 �• 286 286
- - - --, -- - • - ----- - - --
i
,\ Monday,July 06, 2020, 12:04 PM
Rhvac-Residential&Light Commercial.,HVAC Loads =Elite Software Development,Inc..
Aberdeen Bujlding pCons, (ting'
ry. ,4100°Youngs Ave,
zPa a 4,
System 1 - Basement System 1st Floor) - Adequate Exposure"Diversity Test
Test For Adequate Exposure Diversity "
50,000--
40,000--
30,000--
Co
0,00040,00030,000Co
0
20,000
CD
21.1% Diff. from Avg.
10,000
1
0
8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm
/ Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net
Sensible Gain Glass Gain Gain
Over 12 Hours
AED,,Calculatioh Sum m
ary
--- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. ---
System is on N, E, S, W rosette.
Peak load exceeds 12-hour average load by 21.1%.
AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh
Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not
exceed the average glass load for the entire conditioned space by more than 30�percent.
Monday,July 06, 2020, 12:04 PM
RS�,vac-"Residential&,Light°CommercialHVAC Load_s'��, E_IiteSoftware Development,,lnc.:
Aberdeen Bwldi dtbnsulting" Y
_ ` = 4100
pung6
Ba Shore NY;1r1706' - - .{ ou gse ve,
System 2 -Attic System - Adequate Exposure Diversity .Test
Test For Adequate Exposure Diversity
15,000
10,000
»r
CIS
m
c
C3
76
_ m
5,000--
31.9% Diff.from Avg. (52 Btuh Excursion)
0
8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm
/ Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net
Sensible Gain Glass Gain Gain
Over 12 Hours
AED Calculation Summary
--- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. ---
System is on N, E, S, W rosette.
Peak load exceeds 12-hour average load by 31.9%.
AED Excursion (amount by which peak exceeds 1.3 x average):52 Btuh
Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not
exceed the average glass load for the entire conditioned space by more than 30 percent.
(System Concept Warning for excursion greater than 1.3 x baseline and less than 1.5 x baseline)This application has
glass areas that produced relatively large heat gains for part of the day. Variable air volume devices may be required to
overcome spikes in solar gain for one or more rooms. A zoned system may be required, or some rooms may require zone
control (provided by individual, motorized,thermostatically controlled dampers).
Monday,July 06, 2020, 12:04 PM
Rhvac Residential&-Light Commercial HVAC Loads s Elite_Softwa_re_Deveiopment;Inc.
Aberdeen Building C66S Ang ,,, 41r00=Youngs-Ave
f3a�.8K6rd,NY'b,11706. 4�.� m °rF �Pa��.ii�
Total Building Summary Loads
;Cbmpttiient" `� „ '' ,�.�,,.. N. ,.,
��. Area`,
Sen" Lat�e� "�� Sen P���; Total',
Descrf tion _ uariLoss_ -`G in:_ - 'Gain"a �"=_`
Q' aGain
.35/.40: Glazing- 248 4,774] 0 7,195 7,195
0: Glazing-.35/.40, u-value 0.35, SHGC 0.4 26 500 0 1,182 1,182
Skylight:Glazing-Skylight, skylight, horizontal, u-value 18.5 508 0 2,664 2,664
0.5, SHGC 0.65
Basic R5 door: Door-R5 Door 40 440 0 264 264
12B-Osw:Wall-Frame, R-11 insulation in 2 x 4 stud 1517.5 8,097 0 4,575 4,575
cavity, no board insulation, siding finish,wood studs
18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 1670 5,511 0 3,307 3,307
and,Ceiling or Foam Encapsulated Roof Joists, Dark
or Bold-Color Asphalt Shingle, Dark Metal, Dark
Membrane, Dark Tar and Gravel, R-19 blanket or
loose fill
20P-Ot-c: Floor-Over open crawl space or garage, 1525.5 43,712 0 13,512 13,512
Passive, no insulation,tile or vinyl
Subtotals for structure: 63,542 0 32,699 32,699
People: 8 1,600 1,840 3,440
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 17,560 5,690 6,856 12,546
Infiltration:Winter CFM: 782, Summer CFM: 94 11,010 2,861 2,269 5,130
Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0
AED Excursion: 0 0 52 52
Total Building Load Totals: 92,112 10,151 43,716 53,867
�_Check2Fi ures ° ;, r ,•�,. ��. r �. ;.w,y. � , .;,,.� p :,, ..,;,.��;
Total Building Supply CFM: 1,967 CFM Per Square ft.: 0.852
Square ft. of Room Area: 2,310 Square ft. Per Ton: 476
Volume (ft3) (Above Grade): 16,555
Volume (ft3) (Total): 16,555
'Buildin ,-L"`aas 'rr h� _ r�-•.� '¢:� _ ,,�,f,;., r�a ,,,�-.v°- °k,.'R,��.j`
Total Heating Required Including Ventilation Air: 92,112 Btuh 92.112 MBH
Total Sensible Gain: 43,716 Btuh 81 %
Total Latent Gain: 10,151 Btuh 19 %
Total Cooling Required Including Ventilation Air: 53,867 Btuh 4.49 Tons (Based On Sensible+ Latent)
4.86 Tons(Based On 75%Sensible
Capacity)
,Notes;- - - _ - • - •,;�.3- - •`�k i.t .= -�,- rern%'�;°.., ;�',;;w
s
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Monday,July 06, 2020, 12:04 PM
RNvac,-Residential&LightCommercial'HVAC Loads"j', `' _ ` , ' Elite Softwaee Development,-,Inc.
-Aberdee6,136ildirig Consulting ° ' 4100 Youngs'
a S o e;,N, Ave.1 06,. . " �rM� ��. .� Pa'e 7,
Building Bar Graph
50,000
40,000
30,000
Building
Loss .
92,112 20,000
Btuh
10,000
t fVl�`9''m.
0
Floor 47% Wall 9% Door 0% Infiltration 12%
Roof 6% Glass 6% Ductwork 19%
15,000
10,000
Building
Gain
53,867
Btuh 5,000
y' h�;��hiv(1�yrttl Js
N
0
Floor 25% Wall 8% Door 0% Ductwork 23% AED Excursion 0%
Roof 6% Glass 20% People 6% Infiltration 10%
Monday,July 06, 2020, 12:04 PM
V
I�h'v c'-ERe id n id
al=&"B:ight=ComtneroialMA
C.Lb a s
5',' .d :-r<<F.... :SF,��ri`- rai"��. .y5'.'.r.,u�us.-n;.�"..','n-" »�.�.-..-s^»-e _ hr`�ars,,�,s .y•-,.}x-`_
e d B, drp �Co sults
"n�3rt" rip
'��" x'�=' �v Ys xu 'riT•�a;'' f,�±a s'=5,";?x 4,`f._.. _ »F es.>7,` _
�,r
�i�
System s1 Basement System,(1st Floor) .Summary Loads-
din
oads
pwa •.>'�,: ';,•yg%'.,
%'i','''F' x: �'6 " a. 'k;.,.?��axs--�,�,: ,i"'a.,: .,�,.:..x^" f,'��'y,., cc, ,+,"„�, - g •;e,y";, ''H�s�_�,�`.�.tna�,,•b ry.
;,E N �:�a` st`_: ,�",�"" ,.Y� _e"s,. 'S,"_.'-` _ f-�.`'"" �`.a;+_ea,✓;ti� 'r,a,, - x,.�k��n, aT:,
" ri,l-�.�..
.35/.40:Glazing- 229.5 4,418 0 6,829 6,829
0:Glazing-.35/.40, u-value 0.35, SHGC 0.4 26 500 0 1,182 1,182
Basic R5 door: Door-R5 Door 40 440 0 264 264
12B-Osw:Wall-Frame, R-11 insulation in 2 x 4 stud 1057.2 5,641 0 3,187 3,187
cavity, no board insulation, siding finish,wood studs
18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 904 2,984 0 1,790 1,790
and Ceiling or Foam Encapsulated Roof Joists, Dark
or Bold-Color Asphalt Shingle, Dark Metal, Dark
Membrane, Dark Tar and Gravel, R-19 blanket or
loose fill
20P-Ot-c: Floor-Over open crawl space or garage, 1525.5 43,712 0 13,512 13,512
Passive, no insulation,tile or vinyl
Subtotals for structure: 57,695 0 26,764 26,764
People: 8 1,600 1,840 3,440
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 13,183 5,190 4,187 9,377
Infiltration:Winter CFM: 134, Summer CFM: 69 8,116 2,109 1,673 3,782
Ventilation:Winter CFM:0, Summer CFM: 0 0 0 0 0
System 1 Basement System (1 st Floor) Load Totals: 78,994 8,899 34,464 43,363
HCP, n ':~,., ra ., ••..;z.`i'" v `{„ - .�&ri$,., i;':`Fa,.tu' :r`. '�s , aey.» .",,'�,itrti _
l;leCik�z=�mUt"P..Sf.-�':>;�"t„�:�r,'.�.2.. :,,,��s.fi:a"����„r'.:"=c�" x;a.» ,�`F13.,,.w-��- s�,r=•`,say`t.��C"ar.�,,, '>�=;���.�,�,,i^r;a�, � { ,ni.,.,,
Supply CFM: 1,567 CFM Per Square ft.: 1.027
Square ft, of Room Area: 1,526 Square ft. Per Ton: 398
Volume (ft3) (Above Grade): 12,204
Volume (ft3) (Total): 12,204
,l r, S.td .6��^„'s�' `,"Y�' ,''.sx ��%�`„ _��' `;3 �.�`;.r,,,, `�,�,^,�.;' '•;��;�"Y. ,>�.r,.a,¢ .�r:`"`�w?.'�:Y=^:..hfr.,s -r:Y+,'.
Total Heating Required Including Ventilation Air: 78,994 Btuh 78.994 MBH
Total Sensible Gain: 34,464 Btuh 79 ,%
Total Latent Gain: 8,899 Btuh 21 %
Total Cooling Required Including Ventilation Air: 43,363 Btuh 3.61 Tons (Based On Sensible + Latent)
3.83 Tons (Based On 75%Sensible
Capacity)
Rhvac is an ACCA approved Manual J and ManualgD computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
c"
Monday,July 06, 2020, 12:04 PM
hvac.Residential=, 6ting&Light Commercial HVAC Loads— Elite Software Development;Inc.;
,A6i ideen;Beilding Con1 ' ' �`- _` ' s :.416QYoungs'Ave,
�Ba Shore,NY ,11766 . .,,.P _ .. _ z
Pa a,9„
System 2 Attic.System Summary Loads
Com onent '
P _.. .n = E,`, . Area' Sen ,: ��zLat� ti. MS�en., z °T,6tal
Descri't'ior�. �- : . _ _ s ,
QuanF _ Loss Gain; �Gain.. ain
.35/.40: Glazing- 18.5 356 0 366 366
Skylight: Glazing-Skylight, skylight, horizontal, u-value 18.5 508 0 2,664 2,664
0.5, SHGC 0.65
12B-Osw:Wall-Frame, R-11 insulation in 2 x 4 stud 460.3 2,456 0 1,388 1,388
cavity, no board insulation, siding finish,wood studs
18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 766 2,527 0 1,517 1,517
and Ceiling or Foam Encapsulated Roof Joists, Dark
or Bold-Color Asphalt Shingle, Dark Metal, Dark
Membrane, Dark Tar and Gravel, R-19 blanket or
loose fill
Subtotals for structure: 5,847 0 5,935 5,935
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 4,377 500 2,669 3,169
Infiltration:Winter CFM:48, Summer CFM:25 2,894 752 596 1,348
Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0
AED Excursion: 0 0 52 52
System 2 Attic System Load Totals: 13,118 1,252 9,252 10,504
Check�Fi'ures,
Supply CFM: 400 CFM Per Square ft.: 0.510
Square ft. of Room Area: 784 Square ft. Per Ton: 763
Volume (ft3) (Above Grade): 4,351
Volume (ft3) (Total): 4,351
�S-stem=Loads- = v �, a =
Total Heating Required Including Ventilation Air: 13,118 Btuh 13.118 MBH
Total Sensible Gain: 9,252 Btuh 88 %
Total Latent Gain: 1,252 Btuh 12 %
Total Cooling Required Including Ventilation Air: 10,504 Btuh 0.88 Tons (Based On Sensible+ Latent)
1.03 Tons (Based On 75%Sensible
Capacity)
Notes .
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Monday,July 06, 2020, 12:04 PM
Rhvac
- ntial&•LightwCommercial'HV_AC Coa_ds.. _ 3i• Elite software Development,'Inc.
Aberdeen'=Building"Consulting'_.• _ = �� �� �4
100 Young'Ave
Ba $hore`NY 11706 '`} Pa e."10
S stem 1 Basement System (1st Floor) Bar Graph
50,000
40,000
System 1 30,000
Basement
System (1st
Floor) 20,000
Loss
78,994
Btuh
10,000
0
Floor 55% Wall 7% Door 1% Infiltration 10%
Roof 4% Glass 6% Ductwork 17%
l
15,000
10,000
System 1
Basement
System (1st
Floor)
Gain 5,000
43,363
Btuh
0 n
Floor 31% Wall 7% Door 1% Ductwork 22%
Roof 4% Glass 18% People 8% Infiltration 9%
a
Monday,July 06, 2020, 12:04 PM
Rhvac-Residential&Light Commercial HVAC Loads _ Elite Software Development,Inc.
Abeideen Building Consulting 4100,Younjs Ave
Ba Shore NY`11706 _ :'�a•,P e1t�
System 2 Attic System Bar Graph
5,000
4,000
System 3,000
2 Attic
System
2,000 �';,•':,. •,
Loss
13,118
Btuh ' ;
1,000
0 VE
Roof 19% Glass 7% Infiltration 22%
Wall 19% Ductwork 33%
4,000
3,000
System
2 Attic 2,000
System
Gain
10,504
Btuh 1,000
u•+n �1 , t�tV 4u•
r 4•e[h� •"F��
0
Roof 14% Glass 29% Infiltration 13%
Wall 13% Ductwork 30% AED Excursion 0%
Monday,July 06, 2020, 12:04 PM
r
Rhvac-"Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Aberdeen`Building Consulting 4100 Youngs Ave
1'BavSh6re',JiY 11706 =F _
,Pa e_'12
Equipment Data - System 1 - Basement System 1st Floor
Cooling
System Type: Standard Air Conditioner
Outdoor Model: MAC16036A-1
Outdoor Manufacturer: HVAC Distributing
Capacity: 36
Efficiency: 16 SEER
Heating
System Type: Natural Gas Furnace
Model: MGM80SE070B3A-1
Manufacturer: MR Cool
Capacity: 70
Efficiency: 80 AFUE
Monday,July 06, 2020, 12:04 PM
Rhvac.,=Residential&Tight Commercial HVAC Loads, Elite,Software Development;ilnc.;
AberdeenBui(ding`Consulting
Ba 'Shore,NY 1,1706, =� = -> 4100.
aYoungs''Ave
'�. rt i Vit; ,Fa'a^13
Equipment Data - System 2 - Attic System
Cooling
System Type: Standard Air Conditioner
Outdoor Model: MAC16024A-1
Outdoor Manufacturer: HVAC Distributing
Capacity: 24
Efficiency: 16 SEER
Beating
System Type: Natural Gas Furnace
Model: MGM80SE070133A-1
Manufacturer: MR Cool
Capacity: 70
Efficiency: 80 AFUE
Monday,July 06, 2020, 12:04 PM
Rhvaa='Residential&;Light;Co_mme_rcial HVAGL_oads.' ';,µ$ Elite Software D
evelopment,Inc.'
yAberdeen_Building Consulting`° "_
hBa" Shore;NY _
- -4100,,Youngs.AVe
706
Manual S Performance Data -System -1 - Basement System - 1st Floor
[..Loads`and Desi '"ri9"Conditioris§ L
Cooling:
Outdoor Dry Bulb: 0 Sensible Gain: 34,464
Outdoor Wet Bulb: 72 Latent Gain: 8,899
Indoor Dry Bulb: 66 Total Gain: 43,363
Indoor RH: 50 Load SHR: 0.79
Supply Airflow: 0 Entering Dry Bulb: 0
Entering Wet Bulb: 0
Heating:
Outdoor Dry Bulb: 15 Sensible Loss: 78,994
Indoor Dry Bulb: 70 Entering Dry Bulb: 69.7
Indoor RH: 30 Supply Airflow: 1,023
=E'uiornent'Perforiiance,Data at.S stein,Desi n C.o,nditio0s` ` -
Cooling:
Model Type:Standard Air Conditioner, Model: , Nominal Capacity:36, Manufacturer: HVAC Distributing
Interpolation Results:
Percent
Load of Load
Sensible Capacity: 0 34,464 0%
Latent Capacity: 0 8,899 0%
Total Capacity: 0 43,363 0%
Heating:
Model Type: Natural Gas Furnace, Model: MGM80SE070B3A-1, Nominal Capacity: 70, Manufacturer: MR Cool
Results:
Percent
Load of Load
Heating Capacity: 70 78,994 0%
Monday,July 06,2020, 12:04 PM
;Rhvac Residential&Light CommercialMAC Loads
Aberdeen Builtling�Gonsulting Elite Software Development Inc:`
41'OO.Yoiings Ave
BaSFiore,�NY~11706x_ �` -1 -�'_ =
Pa'e,�'i
Manual S Performance Data----System 2 - Attic""S stem _
Loads and Desi n`Conditionsh �,
Cooling:
Outdoor Dry Bulb: 0 Sensible Gain: 9,252
Outdoor Wet Bulb: 72 Latent Gain: 1,252
Indoor Dry Bulb: 66 Total Gain: 10,504
Indoor RH: 50 Load SHR: 0.88
Supply Airflow: 0 Entering Dry Bulb: 0.
Entering Wet Bulb: 0
Heating:
Outdoor Dry Bulb: 15 Sensible Loss: 13,118
Indoor Dry Bulb: 70 Entering Dry Bulb: 68.1
Indoor RH: 30 Supply Airflow: 166
E lii ment PerlorrmancdDat6iat"S `stem"Desi 'n".Conditions`,,',1
Cooling:
Model Type: Standard Air Conditioner, Model: , Nominal Capacity:24, Manufacturer: HVAC Distributing
Interpolation Results:
Percent
Load of Load
Sensible Capacity: 0 9,252 0%
Latent Capacity: 0 1,252 0%
Total Capacity: 0 10,504 0%
Heating:
Model Type: Natural Gas Furnace, Model: MGM80SE070B3A-1, Nominal Capacity: 70, Manufacturer: MR Cool
Results:
Percent
Load of Load
Heating Capacity: 70 13,118 1%
Monday,July 06, 2020, 12:04 PM
Rhvac-_Residential&•Light Commerci_al'H_ VAC Loads e' Elite Software Development,inc.:
,Aberdeen Buildingtonsulting�,, ��G,. ;,;,; _ ;; �� 41,00 Youngs Ave,
.'BW Shore;NT 1'1706�� ��PA a 16_
System-1'- Hourl Room Net Gain
System 1 Hourly Room Net Gain
14,000 ....................................................................................................
13,000 ......................................... ........ .................I................
12,000 ............................. .................I.............................. ...............
11,000 ............... ..................................................................... .......
10,000 ...... .........................................................................................
9,000 .................................................................................................
...
CF8,000 ..................................................................................................
7,000 ................................................................... ..........
6,000 ............................... ...................I........................
5,000 ......................................................................................... ..
4,000 .......................................................................................... ..
3,000 .................. ................ ....... ................ ....... ................ ...
2,000
8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm
Time of Day
--D-- Bedroom 1/ Bath 1/WIC(7°/4
Living Room(90/4
Kitchen(00/4
�— Bedroom 2(229/4
Sun Room(470/4
�— Bedroom 3/ Bath 3(150/4
—��--- Fover/ Bath 2/ Stairs(0°/a
Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary
throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate.
Monday,July 06, 2020, 12:04 PM
' "
Rhvac Residential&,LOt Co mmercial,HVAC Load EliteSo"ardVeveldoine
ntjpc.
A
'K66rd;" ild.. ....dons'
ep-B, q- u fing -Y'
qng jn�Ave
-Pa.Ba-yShore;NTi.1706
[—System 2 - Hour -Room Net Gain
System2 Hourly Room Net Gain
7,000 .......................................................................... .........................
6,000..................... ............................................................... ............
5,000....................................................................................................
4,000 .......................................................................... ..................... ....
3,000
......... . . .......
....... .... .................
2,000-
8 am 9 a 10 am 11 am 12 pm) 1 Pm 2 pm 3 pm 4 p 5 pm 6 pm 7 pm
I Time of Day
2nd Floor Front(130/4
2nd Floor Rear(400/4
Note:Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary
throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate.
Monday,July 06, 2020, 12:04 PM
Rh`vac `Residential-``&?L`i` tit`Comtn r iaCHUC
g, e G Lad`s:=�'�' _ ,� -, •«��5,yf,=�µ..�=<^, ��=<�g "�' ' 'z,Elite;Saftware,,Develo�iment�lnc."
„`Af;erdeen:guildin`Gonsuftin`� ���, s.
- °a"-�:,�'�'^x'�'°` .ii^ -;fi.i'�- �•2�r< -„�';�5;�`` tui'e` „�'_� - #�",, -r r"�•c�-r - -
�:Ba
System 1, Zone 1 Summary Loads (Avera e.Load Procedure for Rooms)
'.a>`.r>= -'^`,M=,^„"•` S<x o',ti l»�Ne=�s. -ynzw�,n+.�'L sry•.e�J..,o,'t.,'tw,`,SS: •'!.`;,,,`;y; spit{• ,SJr '^3.':t`-a "sN- i;t'N ,wArz` =°¢,2"iag" -,n ,_
b n ,wu„. i w'�' ��,,..eK .-:v,.e"'s�. ., ,:Si ,-, #"n-t^.•: .;y ,r.,-3•r`^ ..t.r.5�,?•- 3, - .t�" ,s.-..,.-fir„„.r,,,
m o_eht; _- -xh _ #; ...,_ Ar`:ear _ t;.,_ Se1�' r>, Tota`
o-`v x^^€,- ' k�+sY`_"<,":y >'t,'�h t, [y-s "Si ^1r-. )`..P''." N='3 i;«s:"' ', ,91 A."I na
"„da7+"�w;�-' - !s , ^%biri -4`zi,«s i>C,. �' ,a
-�. "..+,.••brt�'%< <;�f,`, •M�ir,�,Ajf'�, �}•>, .`,a �„ ,'�.":=a;•e.,- ,a"^.r,* ,%'"n0. ^:F,%`r>~:Se _�,"' �•""=:,5,;�
: _,}' - x' - ,T< - r«•z^ ;n ate'
.-,�': .;'^?7:,'-yfi9'a„ „�„r -E,• - "''a' xs'�','f`<.,.
D. i`� �"%t`� „i._.1�,-}r„zr; _ �;.p vx"' „°x t`s. „ nom'„S;a �.fa. _ <c-=„a•z_ it,'-�,_ 4,' _ _
,escr, "tions ;`�, = _r°;. ,k, . $� r_��°���-,� ,<r,„ :.,� .-Qiian ���;._ACarn�Y
.35/.40:Glazing- 229.5 4,418 0 6,829 6,829
0: Glazing-.35/.40, u-value 0.35, SHGC 0.4 26 500 0 1,182 1,182
Basic R5 door: Door-135 Door 40 440 0 264 264
12B-Osw:Wall-Frame, R-11 insulation in 2 x 4 stud 1057.2 5,641 0 3,187 3,187
cavity, no board insulation, siding finish,wood studs
18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 904 2,984 0 1,790 1,790
and Ceiling or Foam Encapsulated Roof Joists, Dark
or Bold-Color Asphalt Shingle, Dark Metal, Dark
Membrane, Dark Tar and Gravel, R-19 blanket or
loose fill
20P-Ot-c: Floor-Over open crawl space or garage, 1525.5 43,712 0 13,512 13,512
Passive, no insulation,tile or vinyl "
Subtotals for structure: 57,695 0 26,764 26,764
People: 8 1,600 1,840 3,440
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 12,895 0 4,187 4,187
Infiltration:Winter CFM: 134, Summer CFM:69 8,116 2,109 1,673 3,782
System 1,Zone 1 Load Totals: 78,706 3,709 34,464 38,173
_-aa<.' ate..��, .s;- �,,> ;�,�r,x -,-,r,= - +.�„'a ,.,n �,,. ,K,x,• x.,����«;i, = ,.,�„�.: ,,�., �ri,y; ",w3,° r•�M, r,
_ ":: ;"�; .,�,. •.�vt'+-=;�,5;m"a.s.<',<:e'r'> ;�' _ 'k�: ">.,.,i�� ,a�`^r'+" ,.�v.I ,r,r:. „� <,� ,�,_ s���.*;'z. 'D•s„ x.�.''..:�``r.,•-n,•0ti#'u;x,s.;.c' ,t,A7o-„.. i^
,Check`.�F�"-ures'ti � �._„;�•, _ r,K��r', �'i�. ""�:,,. _�.,�- ;�.� �A �,
,���av�,%: ;.�» _ �..� .�"� ,"1.z�6` 4x� '� ^- ✓.�'�.•"'��a^;?1i` ."��r+�wi„�°�{,��-•<x .a"r:�+��cvMT *>,» sit s
Supply CFM: 1,567 CFM Per Square ft.: 1.027
Square ft.of Room Area: 1,526 Square ft. Per Ton: 466
Volume (W) (Above Grade): 12,204
Volume (ft3) (Total): 12,204
12b e°��toas"N - �`"t,^ <?mn ",s:,_<,fax `.�a• - 'ix�"`°a:� -'r'z,.,.°T;`„"_'=�".n ;_�,r�,'y°-��3,.: a _3i`�," - *,.s.- - + ��•.x<'�
`�t.
Total Heating Required: 78,706 <Btuh 78.706 MBH
Total Sensible Gain: 34,464 Btuh 90 %
Total Latent Gain: 3,709 Btuh 10 %
Total Cooling Required: 38,173 Btuh 3.18 Tons (Based On Sensible+Latent)
3.27 Tons (Based On 75%Sensible
Capacity)
"rIT4''e,>„ - •'sr,... -s.,s''b 4' .�a,,.. ^".a<- .-�,yzx ws,, - _ •-,- .r,,.-�„u,...- _ „kms, - -
,^'x>: .�!'t'e 'LYE i°"- ':kx F:�``.:.�'Y,v`aW -`a,!T':yra ak.�z�'�A°S"xb'-'.Yl 4.1,"Y�E-' «=aTf tg'„w',..'.""�as^
`.'�,.. r,�"° a�Sn.M .,#4°`� >ti.�" ",9,<;. �-�';l�" vkt:i,,. '.3.,;, •', '*'-�` prix. ,.�x�n ,6'* ,d,<*`"�'
R'o a :it,'>Ye+!-. 'z*g='±y� _ ..���'.'�, :¢'i'�":`u� ha,,•�,�y;a=h..,4° - � `}. a;ta.�,i;;,"a`�..�,.�i..+«> �- - - - :C:�_^w,:"-
.� �,,.?,.f..aC,x<.r, :'3°';i%<ra. F^ >=zi-.'_ .fir, ;•'t`,., .�s�': -,.xr."iia^`' it'yv..., r--.:°�"',_t'";:;r ate,° �'- s
Rhvac is an RCCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Monday,July 06, 2020, 12:04 PM
IRhvac-Residential&Light Commercial HVAC Loads = Elate Software Development;Inc:
'Abeidee6uildiri g Consulting- �,° - 4100 YoungsoAve
Ba Shore;NY 1 t6 - = Pae 19.
$ stem 2, Zone 1 SU Mmary Loads (Average Load Procedure for Rooms
Component,, - . =� �.� ;° ''Area;s=. Sen, Lat•: _ Sen; '�., Total.
bescri ti';n�. -
o 'Quari"s Loss: Gain "Gain Gai'ri£
.35/.40: Glazing- 18.5 356 0 366 366
Skylight: Glazing-Skylight, skylight, horizontal, u-value 18.5 508 0 2,664 2,664
0.5, SHGC 0.65
12B-Osw:Wall-Frame, R-11 insulation in 2 x 4 stud 460.3 2,456 0 1,388 1,388
cavity, no board insulation,siding finish,wood studs
18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 766 2,527 0 1,517 1,517
and Ceiling or Foam Encapsulated Roof Joists, Dark
or Bold-Color Asphalt Shingle, Dark Metal, Dark
Membrane, Dark Tar and Gravel, R-19 blanket or
loose fill
Subtotals for structure: 5,847 0 5,935 5,935
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 4,030 0 2,213 2,213
Infiltration:Winter CFM:48, Summer CFM:25 2,894 752 596 1,348
System 2,Zone 1 Load Totals: 12,771 752 8,796 9,548
,•Checkfigures _
Supply CFM: 400 CFM Per Square ft.: 0.510
Square ft.of Room Area: 784 Square ft. Per Ton: 884
Volume (ft3) (Above Grade): 4,351
Volume (ft3) (Total): 4,351
Total Heating Required: 12,771 Btuh 12.771 MBH
Total Sensible Gain: 8,796 Btuh 92 %
Total Latent Gain: 752 Btuh 8 %
Total Cooling Required: 9,548 Btuh 0.80 Tons (Based On Sensible+Latent)
0.89 Tons (Based On 75% Sensible
Capacity)
Notes` • -° :, _ z :
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Monday,July 06, 2020, 12:04 PM
"Rhvac-Residential&Light CommerciaFHVAC Loads_ k Elite Software Development,Inc.
Aberde'en'Buildin` 'Consultin 4
g g"" 00 Youngs'Ave
Ba Shore;NY".11706 - _ e Pa
[Sy-stem 1, Zone 1 Bar.Graph
50,000
40,000
System 30,000
1, Zone
1
Loss 20,000
78,706
Btuh
10,000
0
Floor 56% Wall 7% Door 1% Infiltration 10%
Roof 4% Glass 6% Ductwork 16%
15,000
10,000
System
1, Zone
1
Gain
38,173 5,000
Btuh
0
Floor 35% Wall 8% Door 1% Ductwork 11%
Roof 5% Glass 21% People 9% Infiltration 10%
Monday,July 06, 2020, 12:04 PM
Rhvac-Residential&Light,Commercial-HVAC Loads, = Elite,Software•Development,'•Inc,=
Aberdeeri Building:Consukingn_ =E'4140'Youn 1'BQ�5fiore; 11 06, - _ Fg a"21'
System 2,-Zone 1 Bar Graph
5,000
4,000
J
System 3,000
2, Zone
2,000 •
Loss ;-,���, ,;�• ;, ,� . ��
12,771
Btuh
1,000
0
Roof 20% Glass 7% Infiltration 23%
Wall 19% Ductwork 32%
4,000
3,000
System
2, Zone 2,000
1
Gain
9,548 .2s, ' {; ,- .� ' A
Btuh 1,000
0
Roof 16% Glass 32% Infiltration 14%
Wall 15% Ductwork 23% AED Excursion 1%
Monday,July 06, 2020, 12:04 PM
Rhvac=Residential&;Light Commercial-HVAC Loads ' Elite Software°Development,=lnc:
Aberdeen,Building Consulting _ = Fr= ' 41 _b Youngs Ave
Ba Shore;NY, �� ,w
.Pa e,22i
Detailed Room Loads - Room 1 - Bedroom 1 /Bath 1 / WIC (Average Load
Procedure
General
Calculation Mode: R Htg. &clg. Occurrences: 1
Room Length: 18.0 ft. System Number: 1
Room Width: 16.6 ft. Zone Number: 1
Area: 298.5 sq.ft. Supply Air: 232 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 5.8 AC/hr
Volume: 2,388 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 0 CFM
Runout Air: 77 CFM Percent of Supply.: 0 %
Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 566 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 566 ft./min. Actual Winter Infil.: 30 CFM
Actual Loss: 0.269 in.wg./100 ft. Actual Summer Infil.: 15 CFM
Item Area. -U-"_ Htg - Sen; Glg .; Lat Sen,
;Descri fiori' ""' , ; ;', uantif lue_'" HTM�, _ l oss. :,,HTM Gai �'
Q ua ;., riµ ..;;rt Gain„„c,
N-Wall-1213-0sw 18 X 8 118.5 0.097 5.3 632 3.0 0 357
W-Wall-126-0sw 16.6 X 8 132.7 0.097 5.3 708 3.0 0 400
E-Wall-1213-0sw 3.2 X 8 26 0.097 5.3 139 3.0 0 78
N-GIs-.35/.40 shgc-0.4 1 00%S 6.7 0.350 19.3 128 15.4 0 103
N -GIs-.35/.40 shgc-0.4100%S 8 0.350 19.3 154 15.4 0 123
N-GIs-.35/.40 shgc-0.4 1 00%S 10.8 0.350 19.3 209 15.4 0 167
UP-Roof-18A-19 3.5 X 16.6 58 0.060 3.3 192 2.0 0 115
UP-Roof-18A-19 3.5 X 16.6 58 0.060 3.3 192 2.0 0 115
Floor-20P-Ot 16.6 X 18 298.5 0.521 28.7 8,553 8.9 0 2,644
Subtotals for Structure: 10,907 0 4,102
Infil.:Win.:30.0, Sum.: 15.5 303 6.000 1,816 1.236 472 374
Ductwork: 2,493 619
Room Totals: 15,216 472 5,095
i
Monday,July 061, 2020, 12:04 PM
Rhvac:-Residential&Light:Commercial,HV_AC.Loa_ds. Elite'Sottwar Development,Inc.
Aberdeen Building Consulting,. _ _ _4.100 Youngs Ave
��Ba Sliore;NY.,"91706..,� Pa a 23`,
Detailed Room"Loads - Room 2 -living Room (Average Load Procedure
VGeneral
Calculation Mode: Htg. &cig. Occurrences: 1
Room Length: 21.0 ft. System Number: 1
Room Width: 14.6 ft. Zone Number: 1
Area: 306.2 sq.ft. Supply Air: 255 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 6.3 AC/hr
Volume: 2,450 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 0 CFM
Runout Air: 85 CFM Percent of Supply.: 0 %
Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 624 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 624 ft./min. Actual Winter Infil.: 12 CFM
Actual Loss: 0.326 in.wg./100 ft. Actual Summer Infil.: 6 CFM
Area.' -U-',.° 'Htga' Sen;; .YSen
De§cri''tion` = Qtiant'it' Value` J � - y.
HTM Loss.`' 9'HTM , ;Gairi P Gain
W-Wall-12B-Osw 14.6 X 8 83.3 0.097 5.3 445 3.0 0 251
W-Door-Basic R5 door 3 X 6.7 20 0.200 11.0 220 6.6 0 132
W-GIs-.35/.40 shgc-0.4 0%S (2) 13.3 0.350 19.3 256 45.4 0 606
UP-Roof-18A-19 3.5 X 14.6 51 0.060 3.3 168 2.0 0 101
UP-Roof-18A-19 4.2 X 8.2 34.4 0.060 3.3 113 2.0 0 68
Floor-20P-Ot 14.6 X 21 306.2 0.521 28.7 8,775 8.9 0 2,712
Subtotals for Structure: 9,977 0 3,870
Infil.:Win.: 11.6, Sum.: 6.0 117 6.000 700 1.234 182 144
Ductwork: 2,092 682
People:200 lat/per, 230 sen/per: 4 800 920
Room Totals: 12,769 982 5,616
Monday,July 06,2020, 12:04 PM
[bay-
Rhyac-Residential.&�Light-Gommercial HVAC•LoWs ` - ' '`,Elite Software Development;Inc.
Aberdeen Building Consulting - _ 4100 Youngs'Ave
Shor'e NY;,11 t&,,
Detailed Room Loads - Room 3 - Kitchen Average Load Procedure
General'° .,
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 12.1 ft. System Number: 1
Room Width: 14.6 ft. Zone Number: 1
Area: 176.2 sq.ft. Supply Air: 105 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 4.5 AC/hr
Volume: 1,410 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 105 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 536 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 536 ft./min. Actual Winter Infil.: 6 CFM
Actual Loss: 0.187 in.wg./100 ft. Actual Summer Infil.: 3 CFM
r; Area'A. Sen:k • Clg ,,:,Lata x,,. -;,y„Sen
`Descrip tion Quantit`':�� Value' _ HTM,. Los's HTM,�r 'Gaiii`, �'` ` Gain,
r.
N-Wall-126-0sw 8.1 X 8 64.7 0.097 5.3 345 3.0 0 195
UP-Roof-18A-19 12.1 X 8.2 99.7 0.060 3.3 329 2.0 0 197
Floor-20P-Ot 14.6 X 12.1 176.2 0.521 28.7 5,049 8.9 0 1,561
Subtotals for Structure: 5,723 0 1,953
Infil.: Win.:6.4, Sum.:3.3 65 6.000 388 1.237 101 80
Ductwork: 1,197 281
Room Totals: 7,308 101 2,314
,
Monday,July 06, 2020, 12:04 PM
Rhvac-Residential&,Llghtpom!nprclal HVAC Loads
Elite, Softwah `41.0Y
Devel pt,
In"..A6�(deen,Byilding,Consult*ng 410YUfi
BaiShdre"NYA1*706', 0ods`Av
e
Page 25
Detailed Room'Loads - Room 4 - Bedroom 2 (Average Load'Procedure).
,'General 2, 7,,,' ,� ' 1 11 , -t-,, , , ,,
Calculation Mode: Htg. &c1g. Occurrences: 1
Room Length: 14.8 ft. System Number: 1
Room Width: 14.6 ft. Zone Number: 1
Area: 216.3 sq.ft. Supply Air: 222 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 7.7 AC/hr
Volume: 1,731 cu.ft. Req.Vent. Gig: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 0 CFM
Runout Air: 74 CFM Percent of Supply.: 0 %
Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 544 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 544 ft./min. Actual Winter Infil.: 23 CFM
Actual Loss: 0.248 in.wg./l 00 ft. Actual Summer Infil.: 12 CFM
ltbm,,,', ,4 U Cl LaV -'son,
"Sep
scripio n .'Quantity Valu6`- -HTM,-: -, 'Loss,,' THTM'� airi'- in
tion
E-Wall-1 213-0sw 14.8 X 8 107.8 0.097 5.3 575 3.0 0 325
S-Wall-1 213-0sw 14.6 X 8 88.7 0.097 5.3 473 3.0 0 267
S-GIs-.35/.40 shgc-0.4 O%S (2) 14 0.350 19.3 270 24.1 0 338
S-GIS-.35/.40 shgc-0.4 O%S 14 0.350 19.3 270 24.1 0 338
E-(31s-.35/.40 shgc-0.4 O%S 10.8 0.350 19.3 209 45.4 0 492
UP-Roof-18A-1914.8 X 8.2 122.4 0.060 3.3 404 2.0 0 242
UP-Roof-18A-19 3 X 14.6 43.7 0.060 3.3 144 2.0 0 87
Floor-20P-Ot 14.6 X 14.8 216.3 0.521 28.7 6,198 8.9 0 1,916
Subtotals for Structure: 8,543 0 4,005
Infil.:Win.:23.4, Sum.: 12.0 235 6.000 1,412 1.237 367 291
Ductwork: 1,951 594
Room Totals: 11,906 367 4,890
Monday,July 06, 2020, 12:04 PM
Rhvac-Residential&-Lidht Commercial,H"C-Loads_ _ Elite Software Development,Inc.,
Aberdeen Building
Consiiltin
9 .9;
-:7411 00'Youngs Ave
�'Ba� Shor'e,NY'11706^� <` �.,� `�" �s�:; .°}� =
�� = -x�', Pa e,26',
Detailed Room'Loads - Room 5- Sun Room, Averageload Procedure),
General
Y'
Calculation Mode: Htg. &clg. Occurrences:
Room Length: 24.0 ft. System Number: 1
Room Width: 6.3 ft. Zone Number: 1
Area: 152.0 sq.ft. Supply Air: 442 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 21.8 AC/hr
Volume: 1,216 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 5 Actual Winter Vent.: 0 CFM
Runout Air: 88 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 450 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 450 ft./min. Actual Winter Infil.: 29 CFM
Actual Loss: 0.133 in.wg./100 ft. Actual Summer Infil.: 15 CFM �R
S`r-- A' k f:"`S '"}":<� I', �."�' "a -�5� n C,rLQt�441 Mr.;,4',I,Fir it.7ei
Area,� s�=U-, ,Htg:;r; .��, .,Sen.-, g��„wClg�, !��
�;.71 � V""
*i,� �r` z� �r'�w ,d
D'escri ion. flQuantit Value "" HTM.;r '-s ,=.Loss,''c" HTM�; Gain
W -Wall-1213-0sw 6.3 X 8 24.7 0.097 5.3 132 3.0 0 74
E-Wall-12B-Osw 6.3 X 8 10.7 0.097, 5.3 57 3.0 0 32
S-Wall-12B-Osw 24 X 8 101 0.097 5.3 539 3.0 0 305
S-GIs-.35/.40 shgc-0.4 0%S (7) 91 0.350 19.3 1,750 24.2 0 2,198
W -GIs-O shgc-0.4 0%S (2) 26 0.350 19.3 500 45.5 0 1,182
E-GIs-.35/.40 shgc-0.4 0%S 40 0.350 19.3 770 45.4 0 1,818
UP-Roof-18A-19 24 X 6.3 152 0.060 3.3 502 2.0 , 0 301
Floor-20P-Ot 6.3 X 24 152 0.521 28.7 4,355 8.9 0 1,346
Subtotals for Structure: 8,605 0 7,256
Infil.:Win.:29.1, Sum.: 15.0 293 6.000 1,760 1.238 457 363
Ductwork: 2,031 1,181
People:200 lat/per, 230 sen/per: 4 800 920
Room Totals: 12,396 1,257 9,720
Monday,July 06, 2020, 12:04 PM
Rhvac-Residential&,Light Commercial HVAC Loads _ Elite Software Development,Inc.
Aberdeen"Building,Consulting$„ s i- Youn`s`Ave'
[B�y'�h"ore,NY,`.11706. _ =5 j' - 9 .
.Pa e27�
Detailed Room Loads - Room 6 - Bedroom 3/Bath 3 Average Load Procedure
(General 7-;
r.
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 14.8 ft. System Number: 1
Room Width: 12.5 ft. Zone Number: 1
Area: 184.4 sq.ft. Supply Air: 179 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 7.3 AC/hr
Volume: 1,475 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 0 CFM
Runout Air: 90 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 456 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 456 ft./min. Actual Winter Infil.: 22 CFM
Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 11 CFM
Iteme. r; 44 r , Area- Htg.,,' `3 Sen ° ,.;' Clg;f :...L } Sen'.
{t - ,S -
Descri tion Quanti� 'Value. HTM Loss( H_TM` ''Gain �' Gairi�
E-Wall-1213-0sw 12.5 X 8 89.2 0.097 5.3 476 3.0 0 269
N-Wall-12B-Osw 14.8 X 8 108 0.097 5.3 576 3.0 0 326
E-GIs-.35/.40 shgc-0.4 0%S 10.8 0.350 19.3 209 45.4 0 492
N-GIs-.35/.40 shgc-0.4 1 00%S 10 0.350 19.3 193 15.4 0 154
UP-Roof-18A-19 14.8 X 8.2 121.7 0.060 3.3 402 2.0 0 241
UP-Roof-18A-19 3 X 12.4 37.3 0.060 3.3 123 2.0 0 74
Floor-20P-Ot 12.5 X 14.8 184.4 0.521 28.7 5,283 8.9 _ 0 _ 1,633
Subtotals for Structure: 7,262 0 3,189
Infil.:Win.:21.6, Sum.: 11.1 218 6.000 1,308 1.239 340 270
Ductwork: 1,679 478
Room Totals: 10,249 340 3,937
Monday,July 06, 2020, 12:04 PM
Rhvac-Residential&Light Commercial H"C-Loads ",Elite Software Development,Inc:
Aberdeen Building Consulting: - ` '•°• ` 'e-°; _ _ 4100 Youn"s'Ave
u s g
Ba°Shore;NY 11706'P
Detailed Room Loads - Room 7- Fo er/Bath 2/Stairs Average Load Procedure
Ge6eral
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 15.3 ft. System Number: 1
Room Width: 12.6 ft. Zone Number: 1
Area: 191.9 sq.ft. Supply Air: 131 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 5.1 AC/hr
Volume: 1,535 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 0 CFM
Runout Air: 66 CFM Percent of Supply.: 0 %
Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 482 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 482 ft./min. Actual Winter Infil.: 12 CFM
Actual Loss: 0.196 in.wg./100 ft. Actual Summer Infil.: 6 CFM
, tem. ; z f Area;• -U-: Htg ,N, ,: Sen',ti ;° ;. Clg'-<.°,,, 5°`-43 r=•Lat, ,,,_a..y,4':Se_n,'
Descri°t'ion Qua_ntit :Value°y
HTM' Loss; HTMGain' n',
N-Wall-12B-Osw 15.2 X 8 102 , 0.097 5.3 544 3.0 0 308
N-Door-Basic R5 door 3 X 6.7 20 0.200 11.0 220 6.6 0 132
UP-Roof-18A-1915.2 X 8.2 125.8 0.060 3.3 415 2.0 0 249
Floor-20P-Ot 12.6 X 15.2 191.9 0.521 28.7 5,499 8.9 0 1,700
Subtotals for Structure: 6,678 0 2,389
Infil.:Win.: 12.1, Sum.:6.2 122 6.000 732 1.238 190 151
Ductwork: 1,452 351
Room Totals: 8,862 190 2,891
Monday,July 06, 2020, 12:04 PM
c-Residential&Light Corimmercial HVAC Loads V Elite Software Development,._Inc.
[",Rhga
een"`Building Consulting - _ :4
_ 100,Youngs Ave
Ba ,Shore',NY,1"i766�.N„
>.Pa 6,-29,
-Detailed Room Loads - Room 8 - 2nd Floor. Front Average Load Procedure
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 11.3 ft. System Number: 2
Room Width: 31.7 ft. Zone Number: 1
Area: 358.9 sq.ft. Supply Air: 114 CFM
Ceiling Height: 5.6 ft. Supply Air Changes: 3.4 AC/hr
Volume: 2,010 cu.ft. Req. Vent. Cig: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 0 CFM
Runout Air: 57 CFM Percent of Supply.: 0 %
Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 656 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 656 ft./min. Actual Winter Infil.: 20 CFM
Actual Loss: 0.492 in.wg./100 ft. Actual Summer Infil.: 10 CFM
Ibe'script'i,
Iters`'"�°^: ;� _�' �,"I AHtg�; �. ` �, ,-Sen'
on �F, Quanti Vaiue� HTM° �Loss � HTM`; ° Ga'in�'r:�° .Gain,
W-Wall-1213-0sw 31.7 X 3.7 116.1 0.097 5.3 620 3.0 0 350
N-Wall-126-0sw 11.3 X 3.7 32.3 0.097 5.3 172 3.0 0 97
S-Wall-1213-0sw 11.3 X 3.7 32.3 0.097 5.3 172 3.0 0 97
N-GIs-.35/.40 shgc-0.4 1 00%S 9.2 0.350 19.3 178 15.5 0 143
S-GIs-.35/.40 shgc-0.4 0%S 9.2 0.350 19.3 178 24.1 0 223
UP-Roof-18A-19 11.3 X 31.7 358.9 0.060 3.3 1,184 2.0 0 711
Subtotals for Structure: 2,504 0 1,621
Infil.:Win.: 19.9, Sum.: 10.3 199 6.043 1,204 1.245 313 248
Ductwork: 1,710 633
AED Excursion: 15
Room Totals: 5,418 313 2,517
Monday,July 06,2020, 12:04 PM
hvao-Residential&Light Commercial HVAC Loads Elitb Softwar_e,Deyelopmeri,Inc.,.
`Aberdeen-Building Consulting' "4100 Youngs Ave"
Ba° ,Shore; Z' ��, w14-so;;
Detailed Room Loads - Room 9 -2nd Floor Rear Average Load Procedure
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 31.3 ft. System Number: 2
Room Width: 13.6 ft. Zone Number: 1
Area: 425.6 sq.ft. Supply Air: 286 CFM
Ceiling Height: 5.5 ft. Supply Air Changes: 7.3 AC/hr
Volume: 2,341 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 0 CFM
Runout Air: 95 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 485 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 485 ft./min. Actual Winter Infil.: 28 CFM
Actual Loss: 0.153 in.wg./100 ft. Actual Summer Infil.: 14 CFM
Item ;Area -U= Htg Sen:z:
Cl'
L'at
T"DescriV tion Quantit ;l/altie`'' 1-ITNI {Loss' _ - HTM e r=` '.' Gain" f`if " 'Gain:
N-Wall-1213-0sw 31.3 X 3.7 114.9 0.097 5.3 613 3.0 0 347
S-Wall-1213-0sw 31.3 X 3.7 114.9 0.097 5.3 613 3.0 0 347
E-Wall-1213-0sw 13.6 X 3.7 49.8 0.097 5.3 266 3.0 0 150
UP-Sky-Skylight shgc-0.65 (2) 18.5 0.500 27.5 508 144.0 0 2,664
UP-Roof-18A-19 31.3 X 13.6 407.1 0.060 3.3 1,343 2.0 0 806
Subtotals for Structure: 3,343 0 4,314
Infil.: Win.:27.9, Sum.: 14.4 280 6.044 1,690 1.245 439 348
Ductwork: 2,320 1,580
AED Excursion: 37
Room Totals: 7,353 439 6,279
Monday,July 06, 2020, 12:04 PM
�Rhvac'-Residential'&,Light Commercial HV_AG Loads, y,. Elite Software development Inc.
Aberdeen Building Con4ilting„- v r: x ” "4100 Youngs Ave
gib hore;NY 11706 ,, , z �.E � . ;, _
,Pa�a 31.1
Room Cooling and Heating Loads Bar Graphs
Bedroom 1 /Bath 1 /WIC
Living Room
Cooling
Kitchen
Bedroom 2
Sun Room
Bedroom 3/Bath 3
Foyer/Bath 2/Stairs
2nd Floor Front I Heating
2nd Floor Rear
0 5,000 10,000 15,000 20,000
Btuh
Monday,July 06, 2020, 12:04 PM
['Rhvad,;�Resideptial,&_Light`Comrhercial HVAC Loads.. Elite Software Development,inc._
rdeen.Building:Cnsulting - v _ �� °�" �3' � x'4100 Youngs'Av`,e
,Bay Shore;:NYr I1706a 32,
Room Cooling Loads Bar Graphs
Bedroom 1/Bath 1 /WIC
Living Room
Sensible
Kitchen
Bedroom 2
Sun Room
Bedroom 3/Bath 3
Foyer/Bath 2/Stairs
2nd Floor Front Latent
2nd Floor Rear
0 5,000 10,000 15,000
Btuh
Monday,July 06, 2020, 12:04 PM
]Rhy6c-Residential&:LighYComme`rcial HVAC;Loads } _` n ,° T ' 2e" p ;Elite softuira�e Development°Inc:,'
-
-9
t,'°,- '.;.,',F,`,. - - ecv - `f',;. ria^ - '`r':�'�•;1 r=^u` >Jsi`..,,..s,,i'..-h",„5a_.' y ' yv,=;;,x
4Ba,`Shore;=N1f:G1,170ti. ;t; - �t>>, - `na T�• :f_�-, � , Pa`8:33-
S stem 1 Room Coad Summary
..
o r=
Htg t''Miri �Run"�f�• ° Run'
Are ' ens,i;,"'. .Ht :z;:
z = g. ,= Duct ' duct. .$ens
No;`'Name ' � ;,` :SFS �BtGh; --CFM oSize, Vel - =Btuh, "Btull"' " CFM CFM'`
---Zone 1---
1 Bedroom 1 /Bath 298 15,216 198 3-5 566 5,095 472 232 232
1 /WIC
2 Living Room 306 12,769 166 3-5 624 5,616 982 255 255
3 Kitchen 176 7,308 95 1-6 536 2,314 101 105 105
4 Bedroom 2 216 11,906 155 3-5 544 4,890 367 222 222
5 Sun Room 152 12,396 161 5-6 450 9,720 1,257 442 442
6 Bedroom 3/Bath 184 10,249 133 2-6 456 3,937 340 179 179
3
7 Foyer/Bath 2/ 192 8,862 115 2-5 482 2,891 190 131 131
Stairs
Duct Latent - ,4,851
Return Duct 288 0 339
System 1 total 1,526 78,994 1,023 34,464 8,899 1,567 1,567
System 1 Main Trunk Size: 14x18 in.
Velocity: 896 ft./min
Loss per 100 ft.: 0.102 in.wg
rCool ih§<S-sterWSJrrima`y "K ',
•pr`, yi2�
Cooling�, Sensible%L'ate_nt Sensible ti T,otal';
jQns,, Split, 'o ,..•�.�� -Btuh Btuh-r,, � :"" :1 �.Btuh�
Net Required: 3.61 79%/21% 34,464 8,899 43,363
Recommended: 3.83 75%/25% 34,464 11,488 45,951
Actual: 0.00 36
E ui me_n_t-DA%.
Heating System Coolina System
Type: Natural Gas Furnace Standard Air Conditioner
Model: MGM80SE070B3A-1 MAC16036A-1
Indoor Model:
Brand:
Efficiency: 80 AFUE 16 SEER
Sound: 0 0
Capacity: 70 Btuh 36 Btuh
,'Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
Monday,July 06, 2020, 12:04 PM
Rhvad,,-R66iddiritial&LIght,Carnmerdbi HV�4C Lb d
Elite,Software Developmentd
10 ngs, e,,
LO as"',
in
Baj 8h6r&,-NY,-1 706 -Tago
u Iiigi�
AA
System 2 Room Load Summar
91 M1 Act
'Ht "Run , un
R
9-,
S,
CI
oom Sens . `Ht Duct'
-Area Sens YS11
"R Duct
-13tuh C
C FM'
o,,,Name SF-"- Vel,- --Btuh,
---Zone 1---
8 2nd Floor Front 359 5,418 70 2-4 656 2,517 313 114 114
9 2nd Floor Rear 426 7,353 96 3-6 485 6,279 439 286 286
Duct Latent 386
Return Duct 347 457 114
System 2 total 784 13,118 166 9,252 1,252 400 400
System 2 Main Trunk Size: 9X9 in.
Velocity: 711 ft./min
Loss per 100 ft.: 0.133 in.wg
�Flp o—01 i P d so t 6 m,' Iximar y
Al
Sehs1bI61Lat6hU,,`,' Sensible Total,:
Bt 'fi'
Total:
B 6
t U
Net Required: 0.88 Y 88%/12% 9,252 1,252 10,504
Recommended: 1.03 75%/25% 9,252 3,084 12,337
Actual: 0.00 24
J,Eguipment-Data,
Heating System Cooling System
Type: Natural Gas Furnace Standard Air Conditioner
Model: MGM80SE070133A-1 MAC1 6024A-1
Indoor Model:
Brand:
Efficiency: 80AFUE 16 SEER
Sound: 0 0
Capacity: 70 Btuh 24 Btuh
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
Monday,July 06, 2020, 12:04 PM
0 E N E A L I I E3 O L <E *-r : ALL NEW WINDOW 5TYLE5, BRANDS B COLOR TO BE SELECTED BY OWNER; APPROVED BY ARCHITECT D
- EXISTING TO BE`_ DEMOLISHED O HARD WIRED SMOKE DETECTOR
WINDOW CHART
5M w/ BATTERY BACK-UP
EX15TINO TO REMAIN
Q CARBON MONOXIDE WINDOW j WINDOW TYPE OUANT17Y WINDOW DIMENSION
NEW WOOD FRAME (L.G. CO DETECTOR GALL-OUT
STL. WHEN APPLICABLE) WIDTH HEIGHT
NEW PARTIAL HEIGHT S O 0 MONOXIDHARD EED SMOKE AND
CARBON
WOOD FRAME (L.G. STL. BO F A DOUBLE HUNG 2 2'-O" 3'-6"
WHEN APPLICABLE) w/ BATTERY BACK-UP B DOUBLE HUNG I 2'-O" 4'-O"
NEW FOUNDATION WALL ® FAN 50 C.F.M.
DAMPER [ G DOUBLE HUNG - -- -3 2'-6" 2'-8"
50 G.F.M. EXHAUST D DOUBLE HUNG I 2'-6" 4'-0"
®
POST FOR 2" 4" STRUCTURAL E FAN $ LIGHT COMBP E DOUBLE HUNG 3 2'
DAMPER
(MIN. (2) 2"xb" 5>TRUGTURAL w/
POST FOR 6" WALLS), U.O.N. [ F DOUBLE HUNG I 2'-8" 4'-O"
�- G SLIDER L 5 2'-I0"
H DOUBLE HUNG F 2 3'-O" 3'-I"
I SKYLIGHT 2
FLOOR. PLAN NOTES
J 1� DOUBLE HUNG
DOOR NOTE: � -. . - -- - -- --- -- --- - -- - - - - - - - - - - - - - - - � K � PICTURE - JO-----I--- - --- 4'_O„
O I. INSTALL NEW INTERIOR DOORS WHEN GALLED
OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Lu
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED
OUT ON PLANS BY 'THERMATRU' (OR EQUAL).
5.DOOR TYPE TO-SELECT
4.INSTALL AS PER MANU SPEC.'S I V
i Lu
FRONT ENTRY DOOR EGRESS NOTE: I I U
I. V.I.F. FRONT DOOR HAS MIN. 52" CLEAR OPENING
WHEN DOOR 15 OPEN q0° I 1 SKY 1 = J
LIGHT
2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 56"x80"MR. (52" CLEAR,P410TH)
1 1 I U J
5.PROVIDE (2) 2"xe>"HDR., U.O.N. I LO J
4.JACK AND KING STUDS AS PER PAGE A-200 2�
9STAIR 4 RAILING NOTE:
1. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI ( EXIST. I
6 MIN. 10" Tr - RISERS SHALL BE CLOSED r5KY KNEE HIGH
°`L- KNEE HIGH - EXIST.
.
1 i
2. 42' HIGH 6UARDRf�IL 3 SPINDLE SPACING WALLS V-8"
WALL5 5'-8" 1 1 1LIGHT I ( ,�
NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; -
56" HIGH HANDRAIL_ $ SPINDLE SPAGIN6 NOT (TYP.) -
TO ALLOW PASSAGE OF A 4" 4) SPHERE I I
5. 6RIPPABLE RAIL AS PER CODE rCEILING HT
/I 7'-:2"
2-
SMOKE DETECTOR ,, co DETBGTOR NOTES: JJJ
O I. CONTRACTOR SHAL_ PROVIDE CODE COMPLIANT
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR
HARD WIRED TO EACH OTHER w/BATTERY BACKUP.
2.INSTALL ALL AS PER MANU. 5PE0.'5 I 1
4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR
IN COMPLIANCE WITH LOCAL CODE I 1
I � I
OWINDOW NOTE: DN m l 3
4 I. ALL NEW WINDOWS 4 DOORS SHALL BE
ANDERSEN 400 SERIES CASEMENT, DOU5LEHUN6, 5M/CO
OR GLIDING (AS NOTED); INSTALL AS PER MANU.
SPEC.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN
"GLASS WINDOW5 A'VD DOORS" ON PAGE A-100
2.IF CASEMENT WINDOWS - ALL CSMNT WNDW5 TSTORAG>
SHALL HAVE STRAIGHT ARM HINGE WHEN m
5.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE ,
TILT WA5H I n1
4.ALL GLAZING WITHIN 18' OF FF TO BE TEMP. GL.
5. HEADERS SHALL BE (2) 2 X 8
6.HEADERS SHALL BE (2) 2 X 10 FOR OPENINGS
LARGER THAN 5'-0" ( I 4'-IOY2" I
EGRESS NOTE: E
( I c
IN COMPLIANCE WITH NEW YORK STATE BUILDING mSTORAGE I I I GST
CODE,SECTION R510.2.I;THE FOLLOWING MEANS OF
EGRESS SHALL BE'FOLLOWED: I �
rn
NET CLEAR OPENINO........... 5.1 S.F.
NET CLEAR HEIGHT............... 24" MINIMUM �` I
NET CLEAR WIDTH.:.............. 20' MINIMUM
I I
WINDOW /DOOR FRAhTING:
OSEE PAGE A-200 FOR FRAMING
ELEMENTS AROUND DOORS AND
WINDOWS (TYP. FOR ALL) U.O.N.
(2) 2"XS" HDR. U.O.N - -
I i- I I � EXIST. I
KNEE HIGH
OELECTRICAL PANEL: I I WALLS 3'-8"
6 NEW ELECTRICAL PANEL LOCATION;ALL INSTALLATION
AS PER NYC, ELEOMCAL CODE
I I I
NEW LAUNDRY GL.: GEILIN6 HT
O I. NEW STACKABLE WASH /DRY HOOK UP
Lu
2.COORDINATE LAUND. CL.. $ DOOR DIM.'s f4/SIZE OF EQUIP.
5. PROVIDE HOOK UPS AS REG S PER MANU. I I
4 1 1 4 V
OFIRE RATED DOOR:. I I GEILIN6 HT
30X6E5/4 HR. SELF-CLOSING
STEEL DR. -- - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - I H
OI
a
j REGREAT{ON-SPACE - - - - - - - - - - - - - -
NEW MECH. ROOM: FINISHED AND CONDITIONED '
O 1. PROVIDE NEW FURNACE/AIR HANDLER (VERT.) AT BASEMENT -
LEVEL; INSTALL AS PER MANU. SPEC.'S
2.F.A.I. THROUGH WALL
3.FLUE THROUGH WALL_
4.DISCONNECT, REROUTE, $ RECONNECT EQUIPMENT TO EX15TING .-
PIPING AS REOV
5. REROUTE NEW DUCTWORK FROM ATTIC TO SERVE FIRST AND . l �.
SECOND FLOOR FOR HEATING AND COOLING
6.ALL NEW DUCTWORK: $ HVAC WORK TO CONFORM WITH SECTION .
MG 312, SECTION MC 401,403 OF NYGMG b ANSI MANUAL J ~�f` o����
to NEW HVJH: '
1. PROVIDE NEW WALL HUNG TANKLF-55 HOT WATER HEATER
RHEEM 240 GALLON OR EQUIVALENT; INSTALL PER MANU.
5PEC's I EXIST.
NEW MECH. AREA IN ATTIC: I KNEE HIGH WALLS 3'-8" I I
O J o
11 I. PROVIDE NEW FURNACE / AIR HANDLER IN ATTIC (HOR.); (TYPJ '0 F 14
INSTALL AS PER MANU. - - -- - - -- -- - - - - - - -
2.EXHAUST VENT THROU614 ROOF AS PER ELEVATIONS
5.F.A.I. THROUGH ROOF AS PER ELEVATIONS
4.DISCONNECT, REROUTE, 8 RECONNECT EQUIPMENT TO
EXISTING PIPING A5 REO'D
5. REROUTE NEW DUCTWORK FROM ATTIC TO SERVE FIRST
AND SECOND FLOOR FOR HEATING AND COOLING PROJECT:
6.ALL NEW DUCTWORK 6 HVAC WORK TO e-ONFORM WITH 1
I
SECTION MG 312;SECTION MG 401, 405 OF NYGMG 4
ANSI MANUAL J
TREIBER
RESIDENCE
4100 YOUNGS AVE
SOUTHOLD, NY 11971
DRAWING TITLE:
SECONC) FLOOR PLAN SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
PAGE:
_...e_..._. ...__ .. .-__._......___. 01. 0 i(f7
DATE: 09/11/20 6 OF 7
U0�
APPROVED AS NOTED
DATE: B.P.#
FEE: , BY:
NOTIFY BUILDING DE:'ARTMENT AT
765 1802 8 AM TO 4 FOR THE
FOLLOWING INSPECTI"_1'S:
LD
1. FOUNDATION - Thi^ '`OUIRED
FOR POURED Co,';'7E
Li
2. ROUGH - FRAWNG & 'LUMBING
3. INSULATION ,
4. FINAL - CONSTF UCTION MUST
BE COMI`i ETE FOR C.O.
ALL CONSTRUCTION SHALT_ MEET THE
REQUIREMENTS O; THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONS(RUCTION ERRORS.
W
COMPLY WITH ALL CODES OrF-
NEW YORK STATE & TOW'S CODES v
AS REQUIRED AND CONDITIONS OF H
2 J
F_
1l�vc La;;NGBOARD U J
0
Tn n r z Q
044
2JS EES
z,
OCCUPANCY OR
USE IS UNLAWF4._I'
WITHOUT CERr (I' ,�,, ,
OF OCCUPANCY
Must provide Manuals
-:?x, Jand Saspe:
NYS Energy Code '
Blower cloy:
T.nd ciuet`vork
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DATE: 02/06/20 1 OF 7
NOTES $ SFEC:F I GST I ONS
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED GYPSUM WALL BOARD
T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT CARPENTRY
COMPOUND METHOD. I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8'15) UNLE55 TAELF- R501.1 Ta ®® TITLE PAGE
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK OTHERWISE NOTED.
2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER5
GENERA OTHERWISE NOTED. WATER RE515TANT (W.R.) AT BATHROOMS AND WHERE 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE DEEMED APPLICABLE. 8" MIN. FOUNDATION EXPOSURE.
APPLICABLE EsU11-D1N6 DEPARTMENT. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" � OO GENERAL NOTES
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN6 IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCINO 15 NECESSARY TO MATCH FLOOR HEI5HT5 WITH THE EXI5TIN6 STRUCTURE. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180
STRUCTURAL DESIGN CHARTS
STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS
CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 4. AT FLUSH FRAMING USE 16 6AOE METAL JOISTS HANGERS BY "TECO" OR
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES EQUAL.
AND AUTHORITIES HAVING JURISDICTION. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE INTERIOR WALLS d PARTITIONS H/180
TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FLOORS, ROOFS, AND WALLS. FLOORS @ PLASTERED GEILIN65 1-/360 ®2OO HOEDOWN, ANCHOR BOLT,
OF THE OWNER/SUILDERSTRAPPING & NAILING DETAILS
5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS,
5. ANY OMI5510NS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS ALL OPENINGS. U.O.N. ALL OTHER STRUCTURAL MEMBERS 1-/240
STRUCTURAL DESIGN LOADS
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING
WITH THE WORK. b. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE A-1. 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360
b. NO DEVIATIONS OR CHANGES TO THE! 5TRUCTUR:AL SYSTEM SHALL BE MADE 8. MIN. HEADER TO BE (2) 2"x10" UNLE55FOUNDATION PLAN
OTHERWISE NOTED. ®�O®
EXTERIOR WALLS - WIND LOADS Vy/ BRITTLE FINISHES 1-/240
UNLESS APPROVED BY THE ARCHITECT/ENGINEER.
q. ALL WOOD 511-1-5 AND WOOD IN CONTACT WITH MASONRY/GONGR:ETE TO BE
1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS PLUMBING P.T. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120
BEFORE THE START OF FRAMING I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV)
SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. BUILDIN65 BULLETIN 2008-005. ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND
2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANSSTRUGTUR,4L DSS I C N LOADS
� OO FIRST FLOOR PLAN
q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN
3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION APPLICABLE.
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS,CCUPANCY AND AT BASE OF VERTICAL WASTE PIPES.OR COMPLETION AND U.L. APPROVAL il. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. USE LI\/E LOAD DEAD LOAD
CERTIFICATES, CERT. OF O
4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N.
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA FOOT.
12. EXTERIOR SHEATHING TO BE GOVERED WITH 'TYVEK' HOUSE WRAP OR EXTERIOR BALCONIES 60 psf 15 psf �-4® I SECOND FLOOR PLAN w '
AND SHALL NOT BE ALTERED OR BE R:EPROIDUGED WITHOUT WRITTEN
PERM155ION FROM THE ARCHITECT. 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: APPROVED EQUAL.
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS - DISH WASHER.........................................2" 13. BLOGK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT DECKS 40 psf 15 psf
RESPONSIBLE FOR DESIGN INTENT ONLY. - KITCHEN SINK........................................2" UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. H
- LAVATORY...............................................2' PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN Lu
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. - SHOWER/TUB..........................................2 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS
- TOILET........................................................3" EXCEED 8'-O" AND AT EVERY 5'-0". A77I05 WITHOUT STORAGE (ROOF BELOW 5 PITCH) 10 psf 15 psf O® PLUMBING RISER DIAGRAMS = J
14. THE CONTRACTOR SHALL KEEP PR:EIMI5E5 REASONABLY GLEAN AT ALL - LAUNDRY .................................................2
TIMES. AT THE COMPLETION OF W .3
WORK, THE CONTRACTOR SHALL REMOVE ALL - FLOOR DRAIN......................................... " 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE U J
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK A-2 ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf GAS RISER DIAGRAM
Q
BROOM GLEAN. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4"
THROUGH ROOF. 16. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL NECESSARY.
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 1• PROVIDE FRO5T-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN
5LEEPIN6 ROOMS 30 psf 15 psf
DRAIN COCKS A5 REQ'D. HOSE B155 SHALL BE PROVIDED WITH BACKFLOW 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 `
AND ORDINANCES. ,
PROTECTION. THROUGH A-3
IG,. THE CONTRACTOR SHOULD FULLY &UARANTEE HI5 WORK AND THE WORK OF STAIRS 40 psf 15 psf _
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE 'YEAR AFTER 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. < Y•+
COMPLETION OF PROJECT. WITH BACK FLOW PROTECTION. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB GUARDRAILS AND HANDRAILS 200 psf 15 psf *YV
M SHALL COMPLY WITH LOCAL FLOOR SHALL NEVER EXCEED A IG," SPAN.
I'!. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE'S5 THE OWNERq. THE WATER SUPPLY AND SANITARY SYSTEM
ARG HITECT/ENCSINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND HEALTH DEPARTMENT STANDARDS AND REGULATIONS. lei. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, IINGLUDING AS PER PAGE A-I THROUGH A-3. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 sf 12 psf FOR ATTIC
ATTORNEYS FEES ARISING OUT OF OR R:E5ULTING FROM THE PERFORMANCE OF 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR p IS psf FOR CATH.
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TO CONGEALMENT OF PLUMBING. 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN 11
157 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ACCORDANCE w/ AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
ITSELF INGLUDINO THE LOSS OR USE RE:SULTINO THEREFROM). (B) 15 CAUSED IN NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD A5GE •1-IO (MINIMUM DE51ON LOADS FOR BUILDIN65 AND OTHER STRUCTURES)
WHOLE OR IN PART BY ANY NEOLIOFNT' ACT OR OMISSION OF THE NOR ANY POTENTIAL DAMAGE THEREOF. ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER,
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, CLIMATIC AND OEOORAPHIC DESIGN CRITERIA
BE LIABLE R:EOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION,
INSULATION
PARTY INDEMNIFIED HEREUNDER. ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T.
I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 . GROUND SNOW LOAD 20 LBS
FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 21LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING:
BUT NOT LIMITED TO FORM-WORK, BLOSK-WORK, FRAMING, NAILING, PLACING FOIL TO BE PLACED TOWARD WARM SIDE. A. TRU55 JOIST MGMILLIAN IAE MIGROLAM
OF CONCRETE, ETC. ARE TO BE CAREFULLY5UPERVI5ED BY THE CON7PAG70R B. GEORGIA PACIFIC 2.OE 6-P LAM BASIC WIND SPEED 130 MPH
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION PSL (PARALLEL STRAND LUMBER) DENOTES
DR:
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE AWIN65 WALLS FROM 6" BELOW GRADE TO 24' BELOW GRADE IF DESIRED BY A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM
EXPOSURE CATEGORY B
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ALL TO BE INSTALLED AS PER MANU. SPEC.'S
AUTHORIZATION OF THE ARCHITECT/ENOINEER. FOUNDATION WATERPROOFING.
3GENERALLYUNLE55 NOTED OTHERWISE, INSULATE A5 FOLLOWS: 22• FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE SEISMIC DESIGN CATEGORY B
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR . ,ANY SHOP DRAWINGS - q" R-30 FOR FLAT GEILIN65 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS - 8.25" R-30G FOR CEILINt7 AW CATHEDRAL CEI NOTES, AND TABLES ON PAGES A-I, A-2, b A-3. THE FASTENING SCHEDULE WEATHERING SEVERE
PERTAINING ARE TO BE FIELD VERIFIED. - 3.5" " R- FOR 2"x4" WALL GUi�5TRUGTI D SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING
- 5.25" R-2I FOR 2"x6' WALL C4NSTRUGION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING, FROST LINE DEPTH
20. CONTRACTOR TO REMOVE 8 RELOCATE AS REWIRED ALL EXISTING WORK SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. - 5.25" R-21 FOR FLOORS SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS S MANU. SPEC.'S).
HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNID./FLOOR PLANS. TERMITE MODERATE TO HEAVY
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S
SPECIFICATIONS, UNLESS NOTED OTHERWISE. 23. COLUMN BEARING AS FOLLOWS: ICE BARRIER REQUIRED YES
6LA55 WINDOWS AND DOORS WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END 6R:AIN,
22. PROVIDE FIREBLOGKINO A5 PER NEW YORK ACCESSIBILITY STANDARDS. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTrERWISE SPECIFIED. TREATED WOOD $ FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND.
WALL w/STEEL SHIMS b A MIN. 3/4" OF NON-SHRINK GROUT
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 CLEARANCES ARE PROVIDED. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY
COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16'
3. ALL SLIDING 6LA55 DOORS, 5KYLI6HT5, AND ANY 6LA55 UNIT INSTALLED WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.).
WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE
UNLE55 OTHER:WI5E NOTED. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/
CODES AND REFERENCE STANDARD: 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 3 ANCHOR BOLTS,
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL U.O.N. WITH TOP GAPS a STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG
BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MANUFACTURER'S SPECIFICATIONS. w/6" RISE t w/ (2) s/4"4P BOLTS THROUGH CENTER LINE OF VERTICAL LE65
MAINTENANCE CODE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3.
2. REFERENCE STANDARD USED FOR AL.L WOOD FRAMING, CONNECTIONS OF ENERGY CONSERVATION GODS.
Z
Lu
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOOR5, WINDOWS, OR
CONSTRUCTION MANUAL BY AF d PA. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. 0
O
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING1. ALL EXTERIOR DOORS ARE TO BE WEATHERED 57RIPPED AND PROVIDE ALL
RE. U
GO
SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS.
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55
w
MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. Q
SHOULD BE OUARANT'EED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS.
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC, CODE, q ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH
NFPA"70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. ANOTHER WINDOW MANUFACTURER, IT 15 THE R:E5PON51BILITY OF THE
CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH w
THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE
CHARA07ERI5TIG5 ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE,
OENE<AL WIND PROTECTION CONNECTION NOTES: ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS w
ADAPTED FROM STANDARD FOR HURRICANE R:E515TANT RESIDENTIAL REQUIREMENTS.
qRC
CONSTRUCTION;55TD 10-ciq AND 2015 55r, HIGH WIND EDITION WOOD FRAME �
CON5TRJGTION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE
1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, TEMPERED 6LA55. m
FLOORS, STUDS AND ROOF FRAMINO SHALL BE PROVIDED.
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL
ELECTRICAL:
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY
CORROSION IN COASTAL � ��aL
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CONSERVATION CODE.
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. J
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 2. CONTRACTOR WILL FURNISH A FIRE UNDER:WRITER5 CERTIFICATE UPON O
spy
5HEATHIN6 AND SIDING, FR:AMIN6 ANCHORS OR CONNECTORS SHALL BE F IN �a
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS COMPLETION OF WORK.
AND AT LEAST ONE STUD AT EACH', 51DE OF OPENING. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"I2:
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING - GENERALLY, VERIFY OR PROVIDE HARD WIRED
RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED SMOKE DETECTORS w/BATTERY BACK-UP IN:
IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS.
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. A. EACH 5LEEPIN6 ROOM
1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY
16" WITHIN 4' OF EXTERIOR CORNERS. B. OUTSIDE OF EACH SEPARATE 5LEEPIN6
5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED AREA IN THE IMMEDIATE VICINITY OF
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER THE BEDROOMS (OENERALLY THE HALLWAY)
OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE RESIDENCE
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR G. EVERY LEVEL OF DWELLING
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1" IN CONCRETE/MASONRY (BA5MENT, FIRST FLOOR, d SECOND FLOOR,ETC)
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS
AND AT SPAGINO NOT EXCEEDING 4' ON CENTER.
4100 YOUNGS AVE
MECHANICAL CONNECTIONS:
I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED SOUTHOLD, NY 11971
WITH AN APPROVED EQUAL PRODUCT.
2. THE 5UE35TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY
"SIMP50N" MANUFACTURER. DRAWING TITLE:
3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES
INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL
GENERAL NOTES
LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING
VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON"
4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PROJECT/ZONINGDATA
5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER
MANUFACTURER SPECIFICATIONS OF: THE PRODUCT BEIN6 INSTALLED.
6. ALL FASTENING CRITERIA SHALL BIE CARRIED OUT AS PER MANUFACTURER
SPECIFICATIONS OF THE PRODUCT 13EINS INSTALLED
"I. VARIATIONS IN CONNECTOR CONFICSURATION SHALL BE APPROVED BY ARCHITECT
8. ALL CONNECTORS SPECIFIED A5 A "51MPSON" TOP MOUNTED BEAM HANGER
. SHALL BE ALLOWED TO BE 5UE35TITUTED WITH A TOP MOUNTED BEAM HANGER PAGE:
ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE.
A-100
DATE: 02/06/20 2 OF 7
I$
}�I LOAD ll FASTEN I NO SCHEDULE A
GI `
OSTRUT I OI`l DETAILS I" W I`tD OAD FATH NOTE: THIS 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS
(SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS,
G O N I `l E G T I O N DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS)
ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLF-55 NOTED OTHERWISE
NOT TO SCALE
DESCRIPTION FASTENER SPEC. FASTENER
AND allANT1 TY SPAG 1 NC
ROOF I$ GE I L I NO FRAM I NC
WOOD JOIST-
OIS WOOD Jai
RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER
CEILING JOI5T TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOI5T
BLOCK I NO - JOIST HANOE CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP
OI RDER/HEADS CEILING J015T LAPS OVER PARTITIONS (FACE-NAIL) 9-16d COMMON EACH LAP
COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE
WOOD O I RDER WOOD JOIST �
BLOCKING TO RAFTER (TOE-NAIL) j 2-8d COMMON EACH END
RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END
JOIST FRAMING OVER WOOD GIRDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER WALL FRAMING
TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT
W
TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE
STUD TO STUD (FACE-NAIL) 2-16d COMMON 24" O.G. V
HEADER To HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG E OE5' U
WALL STUD - z: –'
BOTTOM PLATS,, BOTTOM PLAT TDP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 ' PER STUD
4
-
BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,
BATHTUB SUB FLOOR 2-I6d COMMON I'2 PER FOOT Q
DOUBLE JOIST DOUBLE JOIST ENDJOIST, or BLOCKING (FACE-NAIL)
FLOOR FRAMING `
J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST
BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END ,
BLOCKING TO JOIST (TOE-NAIL) 2i 8d COMMON EACH END
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NO WALLS BLOCKING TO SILL or — —
TOP PLATE TOE-NAIL 5-I6d COMMON EACH BLOCK ..
( )
LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST
4 J015T ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST
BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST
KING STUDS— BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 12 6d COMMON I
RAFTER PER FOOT
CRIPPLE STUD ROOF SHEATH I NO
HEADER AIL I 1 ` O/STRAFE I O @ W I NDOW/DOOR HEADDR STRUCTURAL PANELS: (SEE ALSO GRAPHIC,
NAIL
INTERIOR ZONE THIS SECTION) Sd COMMON 6„ EDGE / 12' FIELD
PERIMETER ZONE 8d COMMON 6” EDGE / 12" FIELD
TOP PLATE (4" O.G. a GABLE
NOTATION: -- E H
JACK STUDS A- NUMBER OF bd NAILS a EA. END OF 5TRAPPINS (3.77, P. 151-2001)
WALT_ STUD B- NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (3.235,P. 193 -2001) GE 1 L 1 NO SHEATH I NO
G- NUMBER OF FULL HEI&HT KIN& STUDS
a EA. SIDE OF HEADER (3.236, P. 193 - ALTERNATE;5.230,PG. 194 -2001) GYPSUM WALLBOARD — 5d COOLERS T' EDGE / 10" FIELD
IN D- NUMBER OF Ibd NAILS, END-NAILED THROUSH ADJACENT KING STUD
TO END OF HEADER is EA. 51DE (3.1,P. 15-1 a WORKSHEET-2001)
E- NUMBER OF JACK STUDS a EA. END OF HEADER (3.22F, P191-2001)
vt F- NUMBER OF (6d NAIL5, END-NAILED THROU&H ADJACENT JACK STUD WALL SHEATH I NO
TYPICAL HEADER CONNECTION ALTERNATI\/E RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(5) a EA. SIDE (DOES NOT APPLY TO DOORS) —
C (3.8, P. 157 8 WORKSHEET -2001) STRUCTURAL PANELS 8d COMMON
6" EDGE / 12" FIELD
B E FASTENING SCHEDULE B SYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD
WIND RESISTANT �O STRUTION �ONNE�TORS
ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW VOOR OPENINGS
F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR)
CONNECTION LOGATI ON: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI
RI DOE-TO-RAFTERS C520 @ 2111 APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS:
I" or LE55 Sd COMMON 6" EDGE / 12" FIELD
ROUGH GREATER THAN I" IOd COMMON 6" EDGE /6" FIiELD
RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER oPN� W
RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I I I I I o
PLATE-TO-WALL STUD G520 @ 18 APPLY TO EACH WALL STUD 4'-0" 4 1 2 2 2 2
w
2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56" APPLY REQUIRES (3) 2"x12" HDRR (MIN.)TO EACH WALL STUD REQUIRES SILL PLATE 2 (MIM.) b'-o° 5 I 3 3 3 3 a
N.)
0
HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD 7 2 5 4 4 4
W
OF"IPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END r .
IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ��.:
(USE WITH 5" SQUARE WASHERS) �
cl
USE THE FOLLOWING OR APPROVED SIMF50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SF
LCI O OF TOf=' FLATS2 � �
FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. o
TOP PLATE 374J5 0SPLICE ¢
LENGTH -- OP Net'
TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENT5
CONTINUOUS BUI1_T-UF O IRDERS THREE OR MORE SUFFOR75 FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES -
i ALL OTHER GASES ONE STORY SLAB ON GRADAD E
0ONNE07ION 'PATTERN SCHEDULE PROJECT:
BUILDING MINIMUM SPLICE'��` BUILDING MINIMUM SPLICE"'
BETWEEN I/b
CONNECTION DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TR E I B E R
\
PATTERN DESCRIPTION a 1/4 of A ASSEMBLY REQUIREMENTS:
WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER r
MAX.32" SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE I 12'-O" 2'-O"/2'-b" 12'-O" 3'-O" RESIDENCE
A (2)ROWS IOd NAILS a 12"O.G. P
SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE
B (3)ROWS IOd NAILS• 12"O.G. �
51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-0" 3'-O"/3'-9" I6'-O" 4'-0"
INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS,
G (2)ROWS 1/2" d BOLTS a 12"O.G.STA66ERED; TNO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-D"/5'-O" 20'-O" 5'-0"
DBL.a ENDS
ButLruP61RDER P MAX.32° TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. 4,.00 YOUNGS AVE
D (2)ROWS /2114)BOLTS a 16"O.G. 24'-0" 4'-0"/5'-0" 24'-0"
NAILING: SOUTHOLD, NY 11971
E (2)ROWS I/2" m BOLTS a 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 28'-O"
BETNEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, DRAWING TITLE:
F (2)ROWS:s-3 /6"TRU55LOCK SCREWS a 12"O.G. a 1/4 OF A OTHERS STAGGERED WITH A DISTANCE OF 16 INCHE5
SCREWED ON(1)SIDE OF MEMBER
P
BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 32'-O' 6-O /?-6 5:2'-0" 8-O -
C7 (2)RON5 3-3/6"TRU65LOGK SCREWS a 16"O.G.scREWED ON(1)SIDE of MEMBER • ' TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR HOEDOWN, ANCHOR BOLT,
„ .
(2)ROWS 3-3/6"TRUSSLOGK SCREWS a 24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w A I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TD-TOP PLATE 561-011 '1-O"/8-9" 36-O 9-O
H P DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION H USING 52-16dFAC NAILS PER FOOT,FOR SHORTER SPLICE STRAPPING & NAILING DETAILS
SCREWED ON(U SIDE OF MEMBER LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO
- — THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAIL5 40'-O" 8'-0"/10'-O" 40'-O" II'-O" '
(2)Rows 15' TRusSLOGK 5CREW5 012"O.G. STRUCTURAL DESIGN LOADS
J SCREWED ON BOTH SIDE OF MEMBER 1 BUILT UP 6iRDER � MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS
ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 1, 11
K (2)ROWS'.5"TRU55LOGK SCREWS a Ib"O.G. IN EXPOSURE B 501-0 50-O 13-O
5GREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/
L 15i-R-01-69"TRUSSLOGK SCREWS a 24"O.G. BETWEEN I/6 A DISTANCE OF NOT MORE THAN 52 BETWEEN NAILS INA 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL
SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A HORIZONTAL LINE. HEIC7HT5 FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT
LATERAL LOADS SHALL BE MULTIPLIED BY H/6; PAGE:
FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE „
NOTE: FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWIN5 FACTOR 70-O„ I4-o -iC-O I9-O
1.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT):
PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6”OR SMALLER ,- „ - „
a CONNECTION PATTERN'B'WHEN 10"OR L.ARSER p GIRDER. W WALL - 1.125 80 O I6 O 8J-O :2:2'-0" P%7200
10'WALL- 125
2.WHEN SGREWIN6 OR NAIL.IN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL- 1.5-75
OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P 12'WALL- 1.5
GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, THIS COLUMN w/MULTIPLIER
NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0"WALL
DATE: 02/06/20 3 OF 7
I ERAL. 5 I M5OL IAF I :
_ EX15TINO TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR ALL NEW WINDOW STYLES, BRANDS 8 COLOR TO BE SELECTED BY OWNER; APPROVED BY ARCHITECT
SM w/ BATTERY BACK-UP
EXISTING TO REMAIN
O CARBON MONOXIDE
IT
NEW WOOD FRAME (L.G. GO DETECTOR Y�l(NDCaW CHA
STL. WHEN APPLICABLE)
NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON
WOOD FRAME (L.G. STL. SM/GO MONOXIDE DETECTOR COMBO WINDOW WINDOW DIMENSION
w/ BATTERY BACK-UP GALL-OUT WINDOW TYPE QUANTITY
WHEN APPLIGABL.E)
WIDTH HEIGHT
NEW FOUNDATION WALL 50 G.F.M. EXHAUST
A DOUBLE HUNG2 2-O
FAN w/ DAMPER I
B _ DOUBLE HUNG I 2'-O" 4'-0
50 G.F.M. EXHAUST
® P05T2FOR 4" M_LS��L 3=L w/ADAMPERT GOMBP DOUBLE HUNG
(MIN. (2) 2"x&" 57RUCTURAL
POST FOR 6" WA!_L5), U.O.N. D DOUBLE HUNG r— I 2'-b" � 4'-O"
E DOUBLE HUNG 3 2'-b" j 4'-4"
F DOUBLE HUNG
G SLIDER _ 3 2'-10" 1'-2"
H DOUBLE HUNG 2 3'-0"
FLOOR PLAN NOTES
I SKYLIGHT 2 3'-O" JIF
3'-I"
DOOR NOTE: DOUBLE HUNG �E q 3'-O" 4'-4"
O I. INSTALL NEW INTERIOR DOCR5 WHEN GALLED L K PICTURE I 4'-0"
OUT ON PLANS BY 'JELD-WE'.N' (OR EQUAL).
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 28'-8" LJJ
OUT ON PLANS BY 'THERMATRUl (OR EQUAL).
5.DOOR TYPE TO SELECT
4.INSTALL AS PER MANU 5PEC:.'s
-1 I—
FRONT ENTRY DOOR ERE5S NOTE:
L V.I.F. FRONT DOOR HAS MIN.. 52" CLEAR OPENING LJJ
6
F_
WHEN DOOR 15 OPEN QO° I = J
2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 56"x80" I I I 4"x4"
J
DR. (32" CLEAR WIDTH) I POST
5. 1 1 2X5 D.J. EXIST. (TYP.)
4.JACK IAND 2KING STUDS ASPERPAGE A-200
I ( I I ® Ib" O.G. :: ,•
OSTAIR 4 RAILING NOTE:
2 � (2) 2"X10"
I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI
4 MIN. 10" Tr - RISERS SHALL BE CLOSED
2. 42" HIGH GUARDRAIL 8 SPINDLE SPACINO I GIRDER O
NOT TO ALLOW PA55A&E OF A 4" 0 SPHERE; ir
36" HIGH HANDRAIL d 5PI14DLE SPAGIN5 NOT I I GRNL I �
TO ALLOW PASSAGE OF At 4" R SPHERE
5. ORIPPABLE RAIL AS PER CODE I I SFAtGE
i
SMOKE DETECTOR / GO DETECTOR NOTES: I ( 1
O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR
HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I 1 _ 2"X5" D.J. EXIST. I 1
2.INSTALL ALL AS PER MANU. 5PEC.'s ® I6" O.G.
4. 5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR
IN COMPLIANCE WITH LOCAL CODE I I 1
WINDOW NOTE: I I I I i0
O I. ALL NEW WINDOW5 4 DOORS SHALL BE
ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNO,
OR GLIDING (AS NOTED); INSTALL A5 PER MANU -
FIT
"GLASS W� SUBSTITUTIONS,OR `
NDONSAND DOORS" ON PAGE AI100 O I F_
2.IF CASEMENT WINDOWS - ALL CSMNT WNDW5 m 1
SHALL HAVE 5TRAIOHT ARM HINGE WHEN I I UP I
3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE
TILT WASH I I 1, 1 111
4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL.
5. HEADERS SHALL BE (2) 2 X 5 I I 1
b.HEADERS SHALL BE (2) 2 X 10 FOR OPENINGS
LARGER THAN 5'-0"
=
EGRESS NOTE: I IIII 1
IN COMPLIANCE WITH NEW YORK STATE BUILDING
CODE, SECTION 1`2310.2.1;THE FOLLOWINO MEANS OF ( j
EGRESS SHALL BE FOLLOWED:NET CLEAR OPENIN(5........... 5.1 S.F.
NET CLEAR HEIGHT............... 24" MINIMUM I I III
NET CLEAR WIDTH................. 20" MINIMUM
WINDOW/DOOR FRAMING:
1
OSEE PAGE A-200 FOR FRAMING
ELEMENTS AROUND DOORS AND I I�
WINDOW5 (TYP. FOR ALL) U.O.N.
(2) 2"X5" HDR. U.O.N I 5" LALLY
COLUMN
ELECTRICAL PANEL:
O NEW ELECTRICAL PANEL LOCATION;ALL INSTALLATION 4'-O" (TMPD BASEMENT
AS PER NYC ELECTRICAL CODE
NEW LAUNDRY CL.:
I. NEW STACKABLE WASH /DRY HOOK UP 3' LALLY 4" GONG.
Z
O 2.COORDINATE LAUND. CL, 4 DOOR DIM.'s w/SIZE OF EQUIP. VET A COLUMN SLAB I I w
5.PROVIDE HOOK UPS AS R.EO'S PER MANU. F, .I. I (T(P)
FURNACE I 1 I I O
OFIRE RATED DOOR: I U
L 3QXba 5/4 HR. SELF-CLOSING I I 1 1
STEEL DR. I I a III I I SLAB I I w
1 1 a
NEW MECH. ROOM: VET 10 EXIS®I6" OC. d�w -� PROVIDE R-50 G BATT--/
O 1. PROVIDE NEW FURNACE/AIR: HANDLER (VERT) AT BASEMENT F. •I• +� 5 X m INSULATION ® F.J. 1
LEVEL; INSTALL AS PER MANU. SPEC.s IIII j - ui
2.F.A.I. THROUGH WALL
5.FLUE THROUGH WALL I 9
4.DISCONNECT, REROUTE, d RECONNECT EQUIPMENT TO EXI5TING _
PIPING AS R.EOV —�' G
5. REROUTE NEN DUCTWORK FROM ATTIC TO SERVE FIRST AND O I MEGHP�NIGAL
. SECOND FLOOR FOR HEATING AND COOLING F_ IIII -1 EXIST. 2"x5" F.J. I CD ARC
b.ALL NEW DUCTWORK b HVAC WORK TO CONFORM WITH SECTION
MG 512, SECTION MG 401, 403 OF NYGMG 8 AN51 MANUAL J I ROOM _
E wH: I L J
NEN
l0 1. PROVIDE NEW WALL HUNG T'ANKLE55 HOT WATER HEATER I I IIII
RHEEM 240 GALLON OR EaUIVALENT; INSTALL PER MANU.
SPEG's I
II NEW MECH. AREA IN ATTIC_ I 14'-6314" ( I I 3 405 Q
I. PROVIDE NEW FURNACE / AIR HANDLER IN ATTIC (HOR.);
INSTALL AS PER MANU.
2.EXHAUST VENT THROUGH ROOF A5 PER ELEVATIONS I IIII —
3.F.A.I. THROUGH ROOF AS PER ELEVATIONS I ( Y 1
4.DISCONNECT, REROUTE, d RECONNECT EQUIPMENT TO b
EXISTING PIPING AS REOV
5. REROUTE NEW DUCTWORK FROM ATTIC, TO SERVE FIRST I L— — — — — — — — — — — — — — — — — — — — PROJECT:
— — — — — — — — — — —
AND SECOND FLOOR FOR HEATING AND COOLING I _
6.ALL NEW DUCTWORK d HVAC WORK TO CONFORM WITH
SECTION MG 312,SECTION 1-I0 401, 403 OF NYGMG
G - - - - - - - - — — — — — —
AN51 MANUAL J EIBER
O O
e)>2 RESIDENCE
RESIDENCE
4100 YOUNGS AVE
SOUTHOLD, NY 11971
DRAWING TITLE:
FOUNDATION PLAN
FOUN1�)A710N FL-AN
PAGE:
A-300
DATE: 02/06/20 4 OF 7
ALL NEW WINDOW STYLES, BRANDS 4 COLOR TO BE SELECTED BY OWNER; APPROVED BY ARCHITECT
EXI57IN6 TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR =NINDONCHART
SM w/ BATTERY BACK-UP
EXI5TIN6 TO REMAIN
O CARBON MONOXIDE WINDOW DIMENSION
NEW WOOD FRAME (L.6. GO DETECTOR
5TL. WHEN APPLICABLE) I DO WINDOW TYPE QUANTITY
GALL-OUT
NEW PARTIAL HEEI6HT G) HARD WIRED SMOKE AND CARBON
WOOD FRAME (L.G. STL. SM/CO MONOXIDE DETECTOR COMBO WIDTH HEIGHT
W BATTERY BACK-UP A DOUBLE HUNG 2 2'-0" j V-6"
WHEN APPLICABLE) -- -------
' NEW FOUNDATION WALL 50 G.F.M. EXHAUST f B DOUBLE HUNG � I 2'-O" 4'-0"
® FAN w/ DAMPER G DOUBLE HUNG ][ 3
® POST FOR 4" WALLS L F-L FAN $ L16HT COMBP 50 C.F.M. EXHAUST F D DOUBLE HUNG IE I 2;-b,l i 4'I O" J
W DAMPER E DOUBLE HUNG 5 2-6 4-4
(MIN. (2) 2"x6" STRUCTURAL
P05T FOR b" WALLS), U.O.N. F DOUBLE HUNG I 2'-8" 4'-O"
6 SLIDER 5 2'-10" I'-2"
H DOUBLE HUNG I 2=
I 1 SKYLIGHT 2I IL
J DOUBLE HUNG 3'-O" 4'-4"
K PICTURE I 4'-0" 3'-6" J
W
FLOOR FLAN NOTE5
U
W :
DOOR NOTE: 5 4 O 5 4 O H U
O I. INSTALL NEW INTERIOR DOORS WHEN GALLED PROVIDE R-15
OUT ON PLANS BY 'JELD-WEN' (OR EQUAL).
INSULATION ® EXTERIOR V k . J
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED -- WALLS (TYP.)
OUT ON PLANS BY 'THERMATRU' (OR EQUAL).
3.DOOR TYPE TO SELECT
4.INSTALL AS PER MANU 5PEG.'s + " .
FRONT ENTRY DOOR EGRESS NOTE: CL57.
I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING PROVIDE R-15 PROVIDE R-30 G BATT PROVIDE R-30 G BA -J
WHEN DOOR 15 OPEN 90° INSULATION ® INSULATION ® F.J. - INSULATION ® F.J. I O
2.IF NOT THEN REPLACE EXIST. DR. w/ NEW 56"xaO" EXTERIOR ;t O
DR. (32" CLEAR WIDTH,) WALLS (TYP.) 1 1 BEDROOM 3 5
3.PROVIDE (2) 2"x5' HDR.,U.O.N. ,vwJ
4.JACK AND KING STUDS AS PER PAGE A-200 BEDROOM 2
2 STAIR # RAILING NO
# MIN. 10 ba.
O I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4 RI O
(3�/" q+ N }� CV
SM/GO X LST. = I U� l
Tr - RISER-13 SHALL BE CLOSED
2. 42" HIGH GUARDRAIL $ SPINDLE SPACING
W U DECK �
tY U
NOT TO ALLOPASSAGE OF A 4" 4) SPHERE; +6csI,
36" HIGH HANDRAIL d SPINDLE SPACING NOT2 A I O U z t I
`
TO ALLOW PASSAGE OF A 4" (P SPHERE . 4'+ I U z
3. 6RIPPABLE RAIL AS PER GORE s10 tu ssi
ITSMOKE DETECTOR / C:O DETECTOR NOTE'S: -
O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANTBATH 3
3
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR N ryey+
HARD WIRED TO EACH OTHER w/BATTERY BACKUP. -
2.INSTALL ALL AS PER MANU. 5PEG.'s OD + Q I� 3 SM/GO U O
s
4. SMOKE DETECTOR AND CARBON MONOXIDE: DETECTOR m 5M/CO z
U -
IN COMPLIANCE WITH LOCAL CODE
N
WINDOW NOTE: 3'-0y24
O I. ALL NEW WINDOWS Q DOORS SHALL BE m X
ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG, 3'-O" DN 6 1 +6 Oo Oa
OR GLIDING (AS NOTED); INSTALL AS PER MANU. m A 1
SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN
GLASS WINDOWS AND DOORS ON PACE A-100
2.IF CASEMENT WINDOHS - ALL CSMNT WNDW5
SHALL HAVE STRAIGHT ARM HINGE WHEN UP _ L 5
3. IF DOUBLE HUN& - ALL VOL. HUNG WNDW5 TO BE Oi
TILT WASH n
4.ALL GLAZING WITHIN Ia" OF FF TO BE TEMP. &L.
5. HEADERS SHALL BE (2) 2 X a DN.
6.HEADERS SHALL BE (2) 2 X 10 FOR OPENINGS +s� -1 N
LARGER THAN 5'-0" `fl FOYER u I 5 I
E6RE55 NOTE: d
IN COMPLIANCE WITH NEW YORK STATE BUILDING n KITCHEN I bo"x8o"
CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF I 5 d REND DOOR
EGRESS SHALL BE FOLLOWED: �� A
NET CLEAR OFENINO........... 5.77 S.F.
NET CLEAR HEIGHT............... 24" MINIMUM
NET CLEAR WIDTH................. 20" MINIMUM BATH RM 2 O
RE .
WINDOW /DOOR FRAMING: '
OSEE PAGE A-200 FOR FRAMING
ELEMENTS AROUND DOORS AND 4-0 O 4 5
WINDOWS (TYP. FOR ALL) U.O.N. I +b CL5T. DRYER w
(2) 2"Xa" HDR. U.O.N L��
PROVIDE R-50 G B TTJ
W/D. �
OELECTRICAL PANEL: 5 4 _ O
NEW ELECTRICAL PANEL LOCATION;ALL INSTALLATION " O 6'-O" O
AS PER NYC ELECTRICAL- CODE ® - U
2'-5"
NEW LAUNDRY CL.: O O OJ Q
OI. NEW STACKABLE WASH / DRY HOOK UP BATH RM I in
2.COORDINATE LAUND. C.L. +€ DOOR DIM.'s w/SIZE OF EQUIP. LIVING SUN
3.PROVIDE HOOK UPS AS REG S PER MANU. + 4 ROOM 5 -
s� ROOM O � �
w
OFIRE RATED DOOR:
3QX6 3/4 HR. SELF-CLOSING 5 4 is pry N 3
STEEL DR.
J fitNEW MEGH. ROOM: 'L+b a
5M/CO u 7t r�ED A�e
OO PROVIDE R-30 G BATT �.
I. PROVIDE NEW FURNACE/AIR HANDLER (VERT.) AT BASEMENT INSULATION ® F.J. _ X zlK) O ,� A
LEVEL; INSTALL AS PER MANU. SPEC.s 3 d1 �I G �, 0. A (�
2.F.A.I. THROUGH WALL - 5M/GO r 1106
o �'�/
3.FLUE THROUGH WALL d p = 4 5 , ' -IM, , fr-
fi ov1►Y4 „t ^
4.DISCONNECT, REROUTE, d RECONNECT EQUIPMENT TO EXISTING
PIPING AS REO'D
5. REROUTE NEW DUCTWORK FROM ATTIC TO SERVE FIRST AND 1� BEDROOM I
SECOND FLOOR FOR HEATING AND COOLING
6.ALL NEW DUCTWORK d HVAC WORK TO CONFORM WITH SECTION
MG 312,SECTION MG 401, 403 OF NYGMG 4 ANSI MANUAL J 4 5 AF
PROVIDE R-15 44
INSULATION ® I6'-"f" 14'-7" OF Ne\
NEW HWH. '
10EXTERIOR O
I. PROVIDE NEW WALL HUNG TANKLE55 HOT WATER HEATER WALLS (TYP)
RHEEM 240 GALLON OR EQUIVALENT; INSTALL PER MANU.
SPEG's
PROJECT:
NEW MEGH. AREA IN ATTIC: - +s
II I. PROVIDE NEW FURNACE /AIR HANDLER IN ATTIC (HOR.); 13'-5" GLST. +b
INSTALL AS PER MANU, cy+b 15
� T R E I B E R
2.EXHAUST VENT THROUGH ROOF A5 PER ELEVATIONS
3.F.A.I. THROUGH ROOF AS PER ELEVATIONS
4.DISCONNECT,REROUTE, 4 RECONNECT EQUIPMENT TO RESIDENCE
EXI5TIN6 PIPING AS REQ'D OG '1 5 _ 4 G O
5. REROUTE NEW DUCTWORK FROM ATTIC TO SERVE FIRST p 5 4
EXIST.
5�]]
AND SECOND FLOOR FOR HEATING AND COOLING i
6.ALL NEW DUCTWORK 4 HVAC WORK TO CONFORM WITH OAS METER
SECTION MG 312, SECTION MG 401, 405 OF NYGMG 8 z
ANSI MANUAL J Q 4100 YOUNGS AVE
SOUTHOLD, NY 11.971
DRAWING TITLE:
6_5.. a'-Io" 6,_Sy2 FIRST FLOOR PLAN
FIRST FLOOR PLAN
SCALE: 1/4" _ 1'-0" PAGE:
Ar
4 0
DATE: 02/06/20 5 OF 7
O N E A L SNr�5 0 L <E NT"' ; ALL NEW WINDOW STYLES, BRANDS 4 COLOR TO BE SELECTED BY OWNER; APPROVED BY ARCHITECT
- EXISTING TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR
SM w/ BATTERY BACK-UP
- -----
EXISTING TO REMAIN
O CARBON MONOXIDE WINDOW WINDOW DIMENSION
WINDOW TYPE QUANTITY
NEW WOOD FRAME (L.G. Gp DETECTOR GALL-OUT
5TL. WHEN APPLICABLE) WIDTH HEIGHT
NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON
WOOD FRAME (I_.G. STL. SM/GO MONOXIDE DETECTOR COMBO
w/ BATTERY BACK-UP �i DOUBLE HUNG 2 _JF2'-O" 3'-b"
WHEN APPLICABLE) B DOUBLE HUNG 4'-O"
NEW FOUNDATION WALL � FAN w/ DAMPERST
G DOUBLE HUNG 2'-6" 2'-8"
D DOUBLE HUNG IF I 2'-b" j 4'-0"
50 C.F.M. EXHAUST
® POST2) 2" 4" W,STRUCTURAL w/ DAMPER L FAN 4 LIGHT COMBP
F E 1 DOUBLE HUNG IL 3 2'-6" j 4'-4"
(MIN. (2) 2"x(b" STRUCTURAL
F DOUBLE HUNG I 2'-8" 4'-0"
P05T FOR 6" W6%LL5), U.O.N.
6 SLIDER 3
H DOUBLE HUNG 2 3'-O" 3'-I"
I SKYLIGHT �2 3'-0"
FLOOR PLAN NOTF-5 DOUBLE HUNGg 5'-0" 4'-4"
K I PICTURE I 4'-0" 3 b"
DOOR NOTE:
O I. INSTALL NEW INTERIOR DOORS WHEN GALLED �\ - - /
OUT ON PLANS BY 'JELD-WEN' (OR EQUAL).
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED W
OUT ON PLANS BY 'THERMATRU' (OR EQUAL).
3.DOOR TYPE TO SELECT
4.INSTALL AS PER MANU 5PEG.'s r I I'-2„� I V
FRONT ENTRY DOOR E&RE55 NOTE: SKY I F-
LIGHT V
I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING
WHEN DOOR IS OPEN a0° I OI
2.IF NOT, THEN REPLACE EXIST. DR. w/ NEW 36"x80" -j V J
DR. (32" CLEAR WIDTH) cc
3.PROVIDE (2) 2"x8" HDR.,U.O.N.
4.JACK AND KIN& STUDS AS PER PAGE A-200
SKY
L16HT
9STAIR $ RAILING NOTE:
1. ALL NEW STAIRS SHALL HAVE MAX. 'T-3/4" RI I EXIST. � I L _ _OJ EXIST. I '�
E MIN. IO" Tr - RISERS SHALL BE CLOSED KNEE HIGH tV I �_ KNEE HIGH
2. 42" HIGH GUARDRAIL Q SPINDLE 5PACIN6 I WALLS V-6" - WALLS 3'-6"
NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; I (TMP) I (TMP) IS4#f
36" HIGH HANDRAIL_ k SPINDLE 5PAGIN6 NOT
TO ALLOW PA55A6E OF A 4" (P SPHERE
3. 6RIPPA5LE RAIL PS PER CODE
1
3 O I INSULATEDS DETECTOR INTERIOR
CONTRACTOR SAL_ PROVIDE GODS COMPLIANT
SMOKE / CARBON MONOXIDE COMBINATION DETECTOR I DOOR W/
HARD WIRED TO EACH OTHER w/BATTERY BACKUP. WEATHER
2.INSTALL ALL AS PER MANU. 5PEC,'s I 5TRIPPIN6
• 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR
IN COMPLIANCE WITH LOCAL CODE
WINDOW NOTE: I EVNI. ALL NEW WINDOWS 8. DOORS SHALL BEANDERSEN 400 SEFIIES CASEMENT,DOUBLEHUN6, -�t q" Q
OR &LIDIN6 (AS NOTED); INSTALL AS PER MANU.
SPEC.'S. FOR 5UB5'TITUTION5,5EE NOTE #q IN I
"GLASS WINDOWS AND DOORS" ON PAGE A-100 I 3
2.IF CASEMENT WINDOWS - ALL C5MNT WNDWS
SHALL HAVE 5TRA16HT ARM HINGE WHEN
3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE
TILT WASH
4.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. 6L. - I
5. HEADERS SHALL BE (2) 2 X 8 II MEGH
I -,-
6.HEADERS SHALL BE (2) 2 X 10 FOR OPENIN05 dJ 1 GLST. -
LARGER THAN 5'-0"
P _ I
EORE55 NOTE: I is n
IN COMPLIANCE WITH NEW YORK STATE BUILDING I
CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF
EGRESS SHALL BE FOLLOWED:
m
NET CLEAR NET CLEAR HEIGHT.`.............. 24" MINIMUM I 7'-10" 2'-10"
NET CLEAR WIDTH.................. 20" MINIMUM
I I
WINDOW / DOOR FRAMING:
OSEE PAGE A-200 FOR FRAMING - - -
ELEMENTS AROUND DOORS AND J
WINDOWS (TYP. FOR ALL) U.O.N. -
(2) 2"X8" HDR. U.O.N
EXIST.
ELECTRICAL PANEL-KNEE HIGH
O NEW ELECTRICAL PANEL LOCATION;ALL INSTALLATION I /-HALLS 3'-6"
AS PER NYC ELECTRICAL CODE
NEW LAUNDRY GL.:
10'-T
OI. NEW STACKABLE WASH /DRY HOOK UP RIDGE HT Tb" 6'-3" z
2.COORDINATE LAUND. CL. d DOOR DIM.'s W SIZE OF EQUIP. w
3.PROVIDE HOOK UPS AS REO'S PER MANU.
4 0
4 I I U
OFIRE RATED DOOR:
312X6 3/4 HR. 5ELF-01-051146 I I I w
STEEL DR. OH
- - - - - - - - - - - - - - - - - -
NEW MECH. ROOM: p ATTIC (STORAGE) A�
O I. PROVIDE NEW FURNACE/AIR HANDLER(VERT) AT 5A5EMENT FINISHED AND UNHEATED SPACE
LEVEL; INSTALL AS PER MANU. SPEG.'suj
2.F.A.I. THROUGH WALL OA
/�
3.FLUE THROUGH WALL.
4.DISCONNECT, REROUTE, b RECONNECT EQUIPMENT TO EXISTING
PIPING AS REOV
5. REROUTE NEW DUCTWORK FROM ATTIC TO SERVE FIRST AND
SECOND FLOOR FOR HEATING AND COOLING DAP
6.ALL NEW DUCTWORK: d HVAC WORK TO CONFORM WITH SECTION
MG 312,5EGTION MG 401,405 OF NYGMG d ANSI MANUAL J 31'-6" M.�
NEW HWH:
10 I. PROVIDE NEW WALL HUNG TANKLE55 HOT WATER HEATER £"r.
RHEEM 240 GALLON OR EQUIVALENT; INSTALL PER MANU.
SPEG's EXIST. --
NEW MECH. AREA INATTIC: I KNEE HIGH WALLS V-6"
II I. PROVIDE NEW FURNACE /AIR HANDLER IN ATTIC, (HOR); - - (TMP) I ° 413 y�4'
INSTALL AS PER MANU. - - - - - - - - - - - - - - -- - - - -
_
2.EXHAUST VENT THROUGH ROOF AS PER ELEVATIONS OF NE
3.F.A.I. THROUGH ROOF AS PER ELEVATIONS
4.DISCONNECT, REROUTE, t RECONNECT EQUIPMENT TO
EXISTING PIPING A5 REG'D
5. REROUTE NEW DUGT'1^IORK FROM ATTIC TO 5ERVE FIRST
PROJECT:
AND SECOND FLOOR FOR HEATING AND COOLING
6.ALL NEW DUCTWORK b HVAC WORK TO CONFORM WITH
SECTION MG 312, SECTION MG 401, 403 OF NYGMG 4
AN51 MANUAL J
BER
RESIDENCE
4100 YOUNGS AVE
SOUTHOLD, NY 11971
DRAWING TITLE:
SEGO`Nr�) FLOOR PLAN SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
` PAGE:
1i
" FEB 2 5 2020 '
A-401
DATE: 02/24/20 6 OF 7
�I-
OENERAL 5��50L <ENr
EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR
5M w/ BATTERY BACK-UP
EXISTING TO REMAIN
O CARBON MONOXIDE
NEW WOOD FRAME (L.O. CO DETECTOR
5TL. WHEN APPL10ABLE)
NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON
5M/GO MONOXIDE DETECTOR COMBO
WOOD FRAME (LO. 5TL. w/ BATTERY BACK-UP
WHEN APPLICABLE)
' NEW FOUNDATION WALL ® 50 G.P.M. EXHAUST
FAN w/ DAMPER
® MIN. (2) 211x411 STRUCTURAL 50 G.F.M. EXHAUST
�1' FAN 4 LIGHT GOMBP
POST FOR 4II WALLS � w/ DAMPER
(MIN. (2) 2"xb° STRUCTURAL
POST FOR b° WA_L5), U.O.N.
W
W
F— U
= J
c J
a
4"FRESH AIR VENT
JIL THROUGH ROOF
I
I lq`
I
I
I
I
I P�_
I
I
1 SHALL CONFORM TO
I LOCAL PLUMBING GORE
FIR
EXPA DE•ABEAM'FP700 AL .
I
EXPANDING ROAM'(OR EQUAU
1 AT ALL P£NETRAn
RATS WALLS AND IFF-,FTJQ NOTM
ALL I 1
ONS IN FIRE
FLOORS/CEILINGS. PRODUCT FUEL BAS WORK
I II
CONFORM TO ASTM E DI4, �.._.._..���•YPLU
T� SHALL CONFORM
ASTM E 04,Alm UL WN __ — TO LOCAL
G.O.r— I -- F181N6 CODE•
GOLD WATER FUEL 6A5
t--- flPINB PENETRATIONS,
�HRooM S BATHROOM BATHROOM I 2" �., 2" KLTChJEN NOTE. sAniROOM 9 @ � eATHProM I rrER KITCHENSUPPLY
•ABED.I FP200 FR
I. PROVIDE'ABEAM'FPO00 FR
AT ALL IPEENE FOAM'
AAT W�AL.LS
---_-- ---T- r--- ALL PLUF8ING WORK I EXPANDING FOAM'COR ECVAL)
SHALL CONFORM TO AT ALL
r--r-------i-- 1 1 I 1
2•I 12" 2'I 2"1 �2" 2"� 2°� 2"� 12" 12° LOCAL PLUMBING GODS ONS IN FIRE
Q4 Q4 Q4 I RATED
E LSNB&S. PRODUCT O.PRODIX NF IORt To ASTM E
I I I IGLEAN OUT I I 1 A5�OTM E 84,TO UL E 14014,ASTM E D4,AND UL 14'f9
1'2
ISINKASREODa 1g„ EXIST.RAI.TO rrQ2" " i i 2' 2" 2• REMAIN 3i IJ 1i II IJ " 111V tl1 IV U� 11V p RC-fi11LATOR
ISHOWER isHONIER 2 �k I ►' sHOAER QG ��F h SHOWER
T11B 2" 2' ,yE� PROVIDE PAL :I� Lr I I� I �+ IC TUB I I� W�sF®x 1- 6A5 SUPPLY
- - _
CONNECT
TO 1
G.O.
,4.. I
- --- EXIST.WATf:R TO 6A5
.� 1 �
4"HOUSE SUPPLY SYSTEM �.._..-.._. MAIN
I Z
F MAIN DRAIN F F
TRAP ' NEW i
N `h WALL- ' ly _
U I� HUNS
GO. �
Z
TO HATERMAIN
u
4" I
TO SEPTIC �----�---
SYSTEM O
— U
H
Q
O
w
z
CSS i�IS - SUi�1•'L.Y �:� �. � � X
FL.UME31 N RISER- r7)AIN / !TASTE / NEAT FL.UME31 N RISER- SUFFL Nr �I .-�---
SCALE: NTS
SCALE: NTS SCALE: NTS ,
0
F
Of Ne
PROJECT:
TREIBER
RESIDENCE
4100 YOUNGS AVE
SOUTHOLD, NY 11971
DRAWING TITLE:
RISER DIAGRAMS
PAGE:
'A 50
DATE: 02/06/20 7 OF 7