HomeMy WebLinkAbout45988-Z ��o�oSUFFOI oG Town of Southold 8/11/2022
-A) P.O.Box 1179
o _ x� 53095 Main Rd
y�j�l dao Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43320 Date: 8/11/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1905 Oaklawn Ave., Southold
SCTM#: 473889 Sec/Block/Lot: 70.-3-22.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/8/2021 pursuant to which Building Permit No. 45988 dated 3/26/2021
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: i
additions and alterations including covered porch and outdoor shower,to existing single-family dwelling as applied
for.
The certificate is issued to Zehil,Charles&Laura
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45988 5/19/2022
PLUMBERS CERTIFICATION DATED 5/2/2022 R EKy P(lumbing&Weating
th izSignature
r TOWN OF SOUTHOLD
�o�svFFotKCo
ay 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)
Permit#: 45988 Date: 3/26/2021
Permission is hereby granted to:
Zehil, Charles
1905 Oaklawn Ave
Southold, NY 11971
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
1905 Oaklawn Ave., Southold
SCTM #473889
Sec/Block/Lot# 70.-3-22.1
Pursuant to application dated 3/8/2021 and approved by the Building Inspector.
To expire on 9/25/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $857.60
CO-ADDITION TO DWELLING $50.00
Total: $907.60
ector
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 sean.devline-town.southold.ny.us
Southold,NY 11971-0959 �QIycoU �^
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Charles Zehill
Address: 1905 Oaklawn Ave city:Southold st: NY zip: 11971
Building Permit#: 459$$ Section: 70 Block: 3 Lot: 22.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Express Electric License No: 3653ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor 1st Floor X Pool
New X Renovation X 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Floor Heat 1 Duplec Recpt 20 Ceiling Fixtures 14 Bath Exhaust Fan 1
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 29 CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO 1
Transformer UC Lights $' Dryer Recpt GeS Emergency Fixtures Time Clocks
Disconnect Switches 22 4'LED Exit Fixtures 11 Pump
Other Equipment: Hood, Double Oven, Gas Cooktop, Fridge, DW, W/D, 60A Sub 12 Circuit/ 11 Used
Notes: Back of House Addition w/ Kitchen Renovation
Inspector Signature: Date: May 19, 2022
S.Devlin-Cert Electrical Compliance Form
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Town Hall Annex 0
J Telephone(631)765-1802
54Main Road Fax(631)765-9502
P.O..O.Box 1179 `"
Southold,NY 11971-0959 Y�
BLULDING DEPARTMENT
TOWN OF SOIU`i'HOLD
CERTIFICATION
Date: d5�J2��2Z
Building Permit No. 579$
Owner:Lbc,,.r-eL ?e ln:l _
(Please print)
Plumber:
(Please print)'
lead. F certify that the solder used in the water supply system contains less than 2/10 of I%
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(Plumb�� Sigg�nature)
Sworn to before me this.r2,
day of.WAt A . 20C&
Notary Public,c l.��- -County
NOTARY PUBLIC,STAfErNES OF NEW YORK
Registration No.01GA6392254
Qualified in Suffolk County
commission Expires May 20,2023
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TOWN OF SOUTHOLD BUILDING DEPT.
`ycouNr+ 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ _ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ]-- FIRE SAFETY INSPECTION.
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION - [ ] PRE C/O
REMARKS:
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DATES INSPECTO
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TOWN OF SOUTHOLD BUILDING DEPT.
�yco 765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE INSPECTOR
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TOWN'OF SOUTHOLD BUILDING DEPT.
765-1802
r INSPECTION
[ ] FOUNDATION IST [ ] OUGH PLBG.
[ ] FOUNDATION-2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING ' [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE INSPECTOR
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# # TOWN OF SOUTHOLD BUILDING DEPT.
coutm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I SULATION/CAULKING
[ ]
FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL
REMARKS:
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DATE Vl000 INSPECTOR
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# # TOWN OF SOUTHOLD BUILDING DEPT.
couto, 631-765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: baht
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DATE INSPECTOR
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtomm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
—21
ffice Use Only
PERMIT NO. Building Inspector: MAR 8 2021
Applications-a d16rrhs' dgtbe"filldd-bbt"intheir entirety
-,dl n co rn p ete.,
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applications wl, not bOwner's Authgraation e accepted Where the Applicant isnot fhe owner;an
Date:3/6/2021
O,WNER(S)
PROPERTY
Name:CHARLES ZEHIL SCTM #1000-70.-3-22.1
Physical Address: 1905 OAK LAWN EXT.
Phone#:646.468.6719 Email:CZEHIL.COM
Mailing Address:SAME AS ABOVE
CONTACT}PERSON2f
Name:EILEENWINGATE FOR QUIET MAN STUDIO
----------
Mailing Address:2805 WEST MILL RD.. MATTITUCK
Phone#:516-818-9754 Email:EILEEN QUIETMANSTUDIO.COM
DESIGN if Y
PROFEX.
SSIONAL IN M
Name:CONDON ENGINEERING, P.C1
Mailing Address:SIGSBEE ROAD, MATTITUCK
-
Phone 631-73.4.7250 CONDONER OPTONLINE-.1NET
4-
-
Name:TBD
Mailing Address:
Phone#: Email:
E]NewStructure ®Addition RAlteration E]Repair ElDemolition Estimated Cost of Project:
Dother $
Will the lot be re-graded? E]Yes RNo Will excess fill be removed from premises? E]Yes E]No
INFOMATION t
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R
pRpPERTY ae
LUNG
ro arty.SI�iGLE FAI1iIILY:DWE
i intended use of p P
Existing-use-Of property.SIN LE FAMILY DWE1-1-1�
ich remises is situated: Are there any covenants and restrictions with respect o
Zone or usedistrict in wh p ? I]Yes pNo IF YES,PROVIDE A COPY.
_ .... .
this props
-4® 1..
-777777777
,
.<<, ', rofessional tSAesPonsible for all drainage and storm wad r en wading Zone
®FCB1Ck fox AfCE F�eaditi�,The.owner/contractor/design P went for the issuance of H Buildmgwt�erm P. °n buildings,
Ilceble Caws, dinences or Regulations.fir•the construct►
Chapter.236°of th®Town Code �P6KICATIOt�IS HEREBY MADEe Building�Pe ,imply with ell apPlfcsbte lacus,'ordlnancei;6ulltling coda,
Ordipence of tris Tom"of 5oattiord Suffolk;Gounty,,New York and other aPP lic®nt agie n_ i cdoi►s False statements made herein are
._. K remises and in builiiing(s)for necessan) �
additions,ake�ons orfbr ramova!or damolWon as herein described The app ? 3-y f: `:-•-[ - -
nD151„�ode area regulgtions anatoaau�u�e�bio 21os5_of"t6�e,I�mr York'Stato;Panei few ._:;, ,.. -
pu'nisheble as a das5 AiYtlsdomeanarp . :.--
�AuhorjzedAgent ®®wner
rint name
Appiication-SubMitted By lP ,� • �. . ..T
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Signature of Applicant:
_ .
Date.
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
SS: Qualified in Suffolk Pcountyil 1 �
'COUNTY OF ) Commission Exp
ires being duly sworn,.deposes and says that(s)he is the applicant
(Name of individ al signing contra )a ove named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.) this
duly authorized to per
or have performed the said work,and ed and belief;make and of said owner or owners,and is d y
application;that.all statements to in this application are true to the best of his/her knowledge
that the work will be performed.
erformed in the manner set forth in the application file therewith.
Sworn before me this � L M J
� .20
day of Notary Public
PitOPERTY_OWNEft:AIITHO UZATIO: ..
(Where the applicant is riot the•olNneY)
CHARLES ZEHIL 1905 OAKLAWN AVE EAT.
I, residing-at
EIL.EE�N WINGATE on
'
do hereby authorize . to apply -
my behalf7o the Town of Southold Building Department for approval as described herein.
OWner's Sig ature Date
Print Owndes:Name =
2 .
BUILDING DEPARTMENT- Electrioa'I spector
r
0 AUG 1 8 2021
TOWN OF SOUTHOLD
;� A�'i :• �' ::
Town Hall Annex - 54375 Main Road'- PO Box 1179
e w; Southold, New York 11971-0 d3,UT�.PTNG�9� P`•
/��Jj app Telephone (631) 765-1802 FAX (631 X165=950'2-'F'
rogerr(a�southoldtownny.gov - seand ansoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ail Information Required) Date:
Company Name: RF' l C
Name:
License No.: M E- 36S3 emAil:
Phone No: e -q1i y 01 request an email copy of Certificate of Compliance
Address.; - M ii CrSg P® 3®S
JOB SITE INFORMATION (All Information Required)
Name: Z5 /'f j I
Address: ® rq w u e ,G.< o
Cross Street:
Phone No.:
Bldg.Permit#: _�2288 email:
Tax Map District: 1000 Section: 70 Block: Lot:
BRIEF DESCRIPTION OF WORK Pease Print Clearly)
Check All That Apply:
Is job ready for inspection?: BYES ❑NO Ea/Rough In ❑Final
Do you need a Temp Certificate?: ❑YES [Z'NO Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020.xlsx
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BUILDING DEPARTMENT- Electrical Ihspector
AUG 1 8 2021
TOWN OF SOUTHOLD
C* Town Hall Annex - 54375 Main Road'- .PO Box 1179
Southold, New York 11971-0956,
Telephone (631) 765-1802 ":FAX (631)"765-9502
rogrr(@.southoIdtownnV.qov - seand(o)_southoldtownnV.clov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date:
Company Name: , PRES-<
Name:
License No.: M E-- 3 A S-3 em4il:
Phone No: —y/j' 01 request an email copy of Certificate of Compliance
Address.J-e rn as M u r,r-aPC)&3e 3 o-S' k C�Lu i-e-1, 11)-y /19 vie
I I r
JOB SITE INFORMATION (All Information Required))
Name:,
Address: 0A k to IJU Cm- -GOU7171461.4, &I-Y.
Cross Street:
Phone No.:
Bidg.Permit#: VT988 email:
Tax Map District: 1000 Section: 7.0 - Block: 3 Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Check All That Apply:
Is job ready for inspection?: [ YES F-1N0 E31Rough In E]Final
Do you need a Temp Certificate?: E]YES [O'NO Issued On
Temp Information: (All information required)
Service Size F-11 Ph F-]3 Ph Size: A # Meters Old Meter#
EJ New Service F1 Service Reconnect F-1 underground []Overhead
1# Underground Laterals [:11 E:]2 E:]H Frame [:]Pole Work done on Service?
Additional Information:
PAYMENT DUE WITH APPLICATION
vc
Electrical Inspection Form 2020.xlsx
PERMIT# � I Address:
Y
Switches
Outlets
GFI's �.
Surface
Imo► ► 1 �a
Sconces 1ti
H H's (.'i 4 k�,
UC Lts I
du,
Fans Fridge HW
Exhaust C Oven C� i�' "`'� �' Dryer
Smokes 1t
DW Service
Carbon Micro Generator
Combo Cooktop �� Transfer
AC [` AH Mini �
Special:
Comments
kaj
APPROVED AS NOTED
DATE-13 I. B.. # RETAIN STORM WATER RUNOFF
xx xx PURSUANT TO CHAPTER 236
FEE: tJ . v BY: OF THE TOWN CODE.
NOTIF , ,BUILDING �'EPARTMENT AT .
765-1802 -8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION --TWO REQUIRED
FOR POURED CONCRETE PL UMBER;CERTIFICATION
2. ROUGH - FRAMING & PLUMBING ONLE40-CbNTEI:T,BEFORE
3: INSULATION CR'T`1FICATE OF`OCC(UPANCY
4. FINAL -
CONSTRUCTION MUST
BE COMPLETE FOR C.O. SaPER USED IN WATER
ALL CONSTRUCTION SHALL MEET THE S�fPPLYYS_7 EM,eANNOT
REQUIREMENTS OF THE CODES OF NEW ECCE)FD.2110-OF-1% LEAD.
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES ALL PLUMBING WASTE:
AS REQUIRED AND CONDITIONS OF &,WATER LINES NEED'
N ZBA T ANG$EFORE COVERING,"
_ _ .
SOUTHOLD)?OWN PLANNING BOARD
4UTHOLfl101t1�1IBI ISTEES ELECTRICAL
N.Y.S. INSPECTION REQUIRED
Blower door
and ductwork
OCCUPANCY OR testing required.
USE: IS' UNLAWFUL
WITHOUT CERTIFICATE Midst provide Manuals
OF OCCUPANCY n,J and S as per
NYS Fnergy Code
^ \7
PROJECT
GENERAL NOTES DESIGN CRITERIA WINDOW INFORMATION
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1.ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION TYPE TYPE V PROPOSED WINDOWS ARE ANDERSEN = u
NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE EXPOSURE CATEGORY B GLASS TO BE HIGH PERFORMANCE LOW-E GLASS ��y�
ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. GROUND SNOW LOAD 45 PSF SCREENS ARE PROVIDED FOR ALL OPERABLE WINDOWS AND DOORS
LIVING AREAS AND DECKS 40 PSF ''8 o a
A W P WIP.
2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY SLEEPING AREA 30 PSF HARDWARE: FINISH SELECTION BY OWNER gv �za
STRENGTH OF 3,000 PSI. WIND SPEED 120 MPH INTERIOR FINISH: PREFINISHED WHITE "y
SEISMIC DESIGN CATEGORY B
3.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL WEATHERING SEVERE
GRADE#2 OR BETTER. FROST LINE DEPTH 36"
TERMITE MODERATE TO HEAVY DRAWING SCHEDULE
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR DECAY SLIGHT N
OPENINGS, POSTS AND PARALLEL PARTITIONS,AS NOTED ON DRAWING. ICE SHIELD UNDERLAYMENT YES A-000 COVER SHEET-DESIGN CRITERIA-GENERAL NOTES Z X
A-0O1 SITE PLAN w
REQUIRED Q ;
A-100 BASEMENT CONSTRUCTION PLAN
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING A-101 FIRST FLOOR CONSTRUCTION PLAN , Q
NOT TO EXCEED 8.0 FT. A-102 FLOOR PLAN CONSTRUCTION NOTES O Z
DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME D-100 BASEMENT DEMOLITION PLAN z Z
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONSTRUCTION MANUAL FOR 1 &2-FAMILY HOUSE-PRESCRIPTIVE DESIGN D-101 FIRST FLOOR DEMOLITION PLAN
CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF 0
MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING METHOD. A-200 ELEVATIONS LU 0 < o
CAPACITY OF TWO (2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL A-201 ELEVATIONS 0 Q O
A-300 BUILDING SECTION A O 0 _
VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS WINDBORNE DEBRIS PROTECTION SCHEDULE A-301 BUILDING SECTION B d `n
TO BE COMPACTED TO 95%RELATIVE DENSITY. PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN.16"WITH 2 i A-302 BUILDING SECTION C a
#6 WD SCREWS, SPACING: 12",ARE TO BE PROVIDED TO COVER THE GLAZED A-303 BUILDING SECTION D � N
7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE OPENINGS OF THE PROPOSED ADDITION AND RENOVATION FOR ALL A-400 DETAILS ARCHITECT
UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL WOOD SHUTTERS. A-401. DETAILS
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. A-402 DETAILS
8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS.
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9. PROVIDE FLASHING AT ALL ROOF BREAKS, DORMERS, CHIMNEYS, V
SKYLIGHTS, EXTERIOR DOORS,WINDOWS,AND DECKS, ETC.. F Q
N
10. DO NOT SCALE DRAWINGS. 0�1
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11. DESIGN CONSULTANTS OR RECORD ARCHITECT ENGINEER ARE NOT Z Lo
RESPONSIBLE FOR THE INSPECTION, SUPERVISION,OR ADMINISTRATION OF ❑ =3 �- O
THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND h
BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE V V �
CONTRACTOR.
® ® ® ® Illm, ® DRAWING ISSUE
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE
CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN Id II-I
BUILDER AND OWNER.
Jill HI[[
13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW
YORK STATE ENERGY CONSERVATION CODE. ® ®
02.23.21
ISSUE FOR PERMIT
14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND
DURING CONSTRUCTION. , CIF NEVV yo DNTS
RAWING SCALE
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15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND * �P X92 'k COVER
SPECIFIED BY OTHERS. SHEET
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16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY BUILDING PERMIT APPLICATION
TO PROTECT THE ENGINEER AND OWNER. p ��
2-BR DWELLING TO BE EXPANDED: 5gA DRAWING NO.
17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM PROPOSED FIRST FLOOR EXTENSION WITH FULL BASEMENT A
INSTALLATION IS COMPLETE. MISCELLAEOUS INTERIOR ALTERATIONS SUCH AS NEW KITCHEN
NEW WINDOWS IN ADDITION AND REPLACEMENT SIDING AS NEEDED
000
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
PROJECT
• LEGEND - AREA SUMMARY
® PROPOSED FIRST FLOOR ADDITIONS LOT AREA 41,768 SF
D EXISTING HOUSE STRUCTURE TO REMAIN EXISTING BUILDING COVERAGE 1,818 SF ��z
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ADDED BUILDING COVERAGE 663 SF . ..
TOTAL BUILDING COVERAGE 2,481 SF
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TOTAL LOT PERCENT COVERAGE 5.9% � �'`
SURVEY BY: HAROLD F. TRANCHON JR. P.C.
DATED: 12.27.2001 v�
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S 66°36' 10" W 335.00' A ��y SSUE FOR PERMIT
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SOUTHOLD TOWN A
SUFFOLK COUNTY, NEW YORK /�''�
1 SITE PLAN oo
GALE: 1'=30' UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
KEYPLAN
jl NEW WALL` 46'-0"
❑EXISTING WALL
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KEYPLAN
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EXISTING 11-6" 46'-0"
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NOTES -TED HQ(_ DVI G G LVL N --- --- `�� �O PLAN
SEE PAGE A-102
GARAGE E BE R L �O 83 S1
FOR FIRST 15-61G FOYER DRAWING NO.
FLOOR PLAN
NOTES DINING I -A-
FIRST
FIRST FLOOR- CONSTRUCTION PLAN UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 101
CALE: J•=,-.D•
PROJECT
first Floor Plan Notes: Foundation Notes: Framing Notes (continued):
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The contractor is to verify all measurements in the field and any discrepancies 3. All Microllam (LVL) Lumber is to have the following minimum specifications: W z l�s
1. Install new cabinets throughout. are to be brought to the Engineer prior to construction. 4 P,T"o
2. Install new island with power and plumbing. Fb=2,600 psi
3. Install new counters; coordinate fabrication and installation of owner chosen stone 1 -All concrete 4,000 psi after 28 days minimum. Fv=285 psi a U ^v
slab(s). Fc perp=750 psi in
4. Install owner supplied backsplash with matching contractor supplied Laticrete 2-All rebar ASTM A-615 Grade 60. E= 1,900,000 psi
grout(color to be approved by owner).
5. Install owner supplied counter depth refrigerator in new location. 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all A. All Glued Laminated Beams(GLB) aka Anthony Power Beam are to have the
footings are to be installed a minimum of 3'below grade unless indicated following minimum specifications:
6. Install owner supplied under counter refrigerator drawers with millwork panel. cn
otherwise. Z I-
7.
-7. Install owner supplied gas range top. Fb=3,000 psi 0 w
8. Install owner supplied dishwasher with millwork panel. 4-All snap off form ties are to be removed and remaining openings are to be Fv=300 psi t= Lu
9. Install counter top microwave in new pantry, provide quad outlet inside cabinet. sealed/grouted. Fc perp=805 psi Q 9 o`
10. Install owner supplied undermount apron front farmhouse sink and faucet. E=2,100,000 psi 0 Z
11. Install new range hood. Adjust duct sizing as necessary for larger hood with 5-The foundation contractor shall coordinate with the plumbing and electrical Z ' Z
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higher CFM, due to range size and range requirements. contractors relative to installation of sleeves and other penetrations prior to 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to
12. Install new crown, base and casings to match existing throughout. pouring concrete. be nailed/bolted in accordance with the manufacturer's specifications. p
13. Install 1"solid wood edge on 4"finished plywood shelf and metal rod in closet. N Q O
6-Install isolation joints along foundation walls and at column and other floor 6. All TJIs are to be installed in accordance with the manufacturer's
14. Install c-shaped pantry shelving: 1" solid wood edge on Q" finished plywood, 6 specifications and shall includes squash blockin and web stiffeners at bearin a O ~
shelves total. penetrations. P q 9 9 O O
points on girders and other load bearing areas. W p, 0
15. Install new washer and vented dryer. 7-Installed contraction joints in the cellar floor slab every 18'minimum. °' cn
16. Install owner supplied undermount laundry sink and faucet. 7. All straps,connectors, plates, bolts, nails, etc. are to be galvanized or ARCHITECT
17. Install owner supplied bathroom vanity with sink and faucet. 8-Foundation excavation is not to be back filled prior to the installation of the stainless steel. Designated connectors, strap etc. on these drawings are made
18. Install white comfort height elongated Kohler Corbel WC: K-4144 and K-4143 floor framing. by Simpson unless indicated otherwise.All connectors, straps etc. are to be
with trip lever to match owner selected faucet finish. nailed/bolted in accordance with the manufacturer's specifications.
19. Install curbless flush single slope shower floor with Luxe Linear Drain sized to fit 9-Backfill along foundation walls is to be clean material and is to be
(www.lineardrains.com 877.398.8110) SP-XX square pattern in polished stainless mechanically compacted in 6"lifts to 95%of maximum dry density. 8. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove, J O
or alternate metal finish to match owner selected shower fitting finish. Double up with an APA span rating of 48/24. Floor sheathing shall be glued and screwed Q J
floor joists or use LVLs below as needed to accommodate floor slope. 10-Follow cold weather concrete treatment relative to add mixtures in to the floor joists(6"O.C. edges and 12"O.C. field ). Q
20. Provide blocking in walls for paper holder, towel bar, etc. accordance with ACI 212.3R. Use Air-Entraining admixtures per ASTM C260, N :::E
21. Install new starphyre clear glass shower door and panel, and CRL Geneva hinges AASHTO M154 or Water Reducing and Set-Controlling Admixtures per 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and 6 0 K
ASTM C494,AASHTO M 194 only. Do not use Calcium Chloride or other shall be nailed with 10d common nails 6" O.C. edges and 12"O.C.field. w (J 1:9on door. No metal brackets to be installed for fixed panel on bottom or left side. Z J
Install recessed U channel along floor and left wall so that glass will recess into it, corrosive type admixtures Lo
10. Solid blocking is to be installed every 8'max or mid span of all floor joists 0 �- O
and only glass will be seen,with no metal clips. Framing Notes: with spans exceeding 8'. Wc~ LO
22. Provide sound attenuation in walls surrounding bathroom and laundry room
(especially between laundry and great room). 11. Double joists are to be installed below parallel walls. V V SO
The contractor is to verify all measurements in the field and any discrepancies I P
23. Location for AC units. are to be brought to the attention of the Engineer prior to construction. DRAWING ISSUE
24. Location for meters. 12. Blocking is to be installed at all point load bearing points.
Steel Notes: Wood Framing 13. Walls are to be framed with 2X4 or 2x6 inch studs spaced 16 inches OC 02.23.21
1. All lumber is to be No.2 or better Douglas Fir Larch (N)with the following unless indicated otherwise. ISSUE FOR PERMIT
01.25.21
• All steel is to be ASTM Specification A-992-50 minimum specifications: PROGRESS SET
* All Tube Steel ASTM A500-GR-46 All bolts nuts and washers are to be hot dipped galvanized. 01.05.21
• All bolted connections are to be made with A-325 bolts. Fb= 825 psi PROGRESS
wINCSSET
CALE
* All welded connections are to be done by a certified welder and conform to AWS Fv=95 psi ;��OF NEW YO }^-1-0,
and AISC standards. Fc perp=625 psi �'�� E\N B SH�cP�'QDRAWING NAME
• All weld joints are to use E70XX electrodes. E= 1,600,000 psi FLOOR PLAN
I * � 2
Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem-Prime CONST.
2. All Parallam (PSL) Lumber is to have the following minimum specifications: r- r�`"•
at 2.0-3.0 MDF. NOTES
n �
* Y2"web stiffeners are to be installed at all point load bearing points and over all Fb=2,900 psi m
column supports. Fv=290 psi DRAWING NO.
* All columns are to be bolted to steel girders with%" bolts and to wood girders with Fc perp=750 psi
YZ'lag bolts. E=2,000,000 psi ' A
All girder splices are to be made above columns.
102
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
KEYPLAN
Basement Demolition Notes:
1. Window to be removed. Prepare for new door in window location to provide access to new
F$OJECi
basement area.
2. Remove bay footing to prepare for new basement area. ��X
3. Protect existing basement areas. W z=` =
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02.23.21
ISSUE FOR PERMIT
01.25.21
PROGRESS SET
01.05.21
PROGRESS SET
DRAWING SCALE
EXISTING POST WITH BEAM ABOVE pF
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BASEMENT- DEMOLITION PLAN UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC 7209 OF THE N.Y.S. EDUCATION LAW 100
GALE: <-=1%0-
KEYPLAN
First Floor Plan Demolition Notes:
1. Walls to be removed;flooring to be removed. Prepare for extension of floor area and new ffoJEcr
exterior and interior walls. Remove subfloor as necessary for new radiant floor or alternate
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heating system. v
2. Windows and exterior doors to be removed and discarded.
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3. Remove and discard bathroom and kitchen fittings and fixtures. w W °r
A. Remove and discard washer and dryer.
5. Remove and replace door to garage only when new replacement door is on site for a
I;
installation. Current door to garage to remain for safety. N
6. Remove and dispose of all cabinets, counter tops, and backsplash, and prepare for new w
kitchen layout. Q ; a
7. Remove and dispose of appliances: microwave, range,dishwasher. _
8. Remove refrigerator and relocate appliance to basement or garage location, or dispose of, as 0 Q
directed by owner. � Z
9. Remove and dispose of range hood. Prepare for installation of new, larger range hood to
accommodate larger rangetop. Adjust duct size as necessary. Y
10. Doorway to remain, protect casing. vWi Q O
11. Door to remain, protect door, hardware and casing. O
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12. Remove base and crown from walls and prepare for new(new to match existing, leave in 0 a O
place where in good repair). a N
13. Remove recessed and pendant ceiling fixtures and prepare for new recessed and pendant
ARCHITECT
fixtures. 34'-0"
17-6°
14. Prepare meter,AC, and outdoor shower for new locations.
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1 FIRST FLOOR- DEMOLITION PLAN UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOIATION OF or" f^ OF THE N.Y.S. EDUCATION LAW 101
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FCALE: 1'-0'
PROJECT
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01.05.21
_ PROGRESS SET
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02.23.21
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01.25.21
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SCALE i-1,-0° LE: °-1'-0° UNAUTHORIZED ALTERATION OR ADDMON TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
PROJECT
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4'PLYWOOD SHEATHING �______�_ ______ �
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02.23.21
ISSUE FOR PERMIT
NEW FOUNDATION 01.25.21
10"P.C. FOUNDATION WALL NEW BASEMENTZ = EXISTING PROGRESS SET
2"LEDGE FOR FUTURE MASONRY x W BASEMENT 01.05.21
PROGRESS SET
STEP OR PATIO w = DRAWING SCALE
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——————— — —— — — — — — — — — — — ————— — ——— — — —— ——— r s ►•' A
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BUILDING SECTION A UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 72 OF THE N.Y.S. EDUCATION LAW
CALE: J�>p o-
PROJECT
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02.23.21
ISSUE FOR PERMIT
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W/VAPOR BARRIER BASEMENT
PROGRESS SET
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UPON
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BUILDING SECTION C UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 749 OF THE N.Y.S. EDUCATION LAW 302
GALE: -11-01
PROJECT
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4"P.0 SLAB '
W/VAPOR BARRIER
UPON 4"CRUSHED STONE 02.23.21
ISSUE FOR PERMIT
°G 01.25.21
PROGRESS SET
° o DRAWING SCALE
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303 BUILDING SECTION D UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC- 794 OF THE N.Y.S. EDUCATION LAW
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RIDGE VENT LOOKOUT FRAMING
SIMPSONCS20x24° RIDGE BOARD °19 2
STRAP ON EACH RAFTER
ROOF SHEATHING TO BE NAILED3'O.C.ONALLGABLE ❑ m
COLLAR TIE
RAFTER SEACH OUTRIGGER �U �a
ENDS,EDGES AND FIELDwI Bd COMMON NAILS
TOP PLATE
BLOCKING 4'O.C.FOR(3)BAYS ON ALL GABLE ENDS
ICE SHERD UNDERLAYMENT REQUIRED
Simpson LSTA30 Ridge MINIMUM 2-0'WOE OVER LIVING SPACE ROOF RAFTER
OR HEADER trap at each Rafte
Simpson MTS30 Rafter Strap (10)100 NAILS @ EACH END(TYPICAL) N
at each Rafter Tail APA RATED PLYWOOD TO EXTEND DOUBLE RAFTER Z
RAFTER
OP PLAT TOTOP OFTOP PLATE WI(2)ROWS O_ W
OF 8d NAILS 3'O.C.STAGGERED
SOFFlTVENT ~ W
STUD SIMPSON 1-12A O
HURRICANE CUP ON EACH Z
RAFTER
Simpson 1-12A Hurricane Ties
� SIMPSON CS20x36'@SIDES OF Lu � Z
at each Rafter Tail OPENING FROM JACK STUD TO PLATE Q
OR RIM JOISTwl(9)8d NAILS EACH SIDE Q
W � J
LU < 5
SHEATHING TO BE NAILED
4'O.C.,EDGES AND FIELD. BESLEPTE 0
DOUBLE TOP w a O
PLATE a r- N
WALL STUDS @16°O.C. ARCHITECT
FASCIA BOARD
STRAPPING
FLOOR PLYWOOD WdLE04'ON EDGES w1(9)Bd NAILS EACH SIDE
8 6°IN FlELD WI Bd COMMON NAILS
STU PLYWOOD SHEATHING TO COVER RIM JOIST& W O
SILL BOTTOM FLOORJOIST (2)RO OF
D.C. RPOW NAILED Yd GABLE OVERHANG DETAIL
PLATE (2)ROWS OF Bd NAILS 3° .C.OR PLYWOOD
SHEATHING CAN BUTT TOGETHER(X'SPACE) Q
WI(2)ROWS OF8DNAILS 3'O.C. N �Q
RIM JOIST DOUBLE TOP PLATE ,^ ;^
PLATE W @ to
OR
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Typical 2nd Floor V CJ '10
Strapping Detail
NTS BLOCKING IN WALLS OVER B'-0' SIMPSON CSM x 36'METAL STRAP @ 1S'O.C.&AT DRAWING ISSUE
BOTH SIDES OF EXTERIOR DOORS.WRAP AROUND SILL
PLATE USE(4)NAILS INTO SILL PLATE ON INSDE EDGE
ANCHOR BOLT ON INSIDE EDGE OF PLATE AND(9)8d
NAILS INTO STUDS AND BOX BEAM
02.23.21
ISSUE FOR PERMIT
NAIL SHEATHING TO SILL PLATE 01.25.21
USING(2)ROWS OF Bd NAILS @ 3'O.C. PROGRESS SET
STAGGERED 01.05.21
7
PROGRESS SET
FLOOR JOIST (1)2 x 8 TREATED SILL PLATES _
.--_ DRAWING SLE
NTS
DR
TERMITE SHIELD AND SILL SEAL OF NE W y DRAWING NAME
SIMPSON L8TA36
S BLOCKING ���w B ShF` ! CONST.
SIMPSOS DTPs P
DETAILS
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8.(dJ 3 NEER 2
810;1 BP (2)a1,5 REBAR CONTINUOUS 2°FROM EACH CORNER I-- P
Typical Wall and W13"x3'x A'WASHER Z
Sill Strapping HOT DIPPED GALVANIZED m
OR STAINLESS STEEL
Detail DRAWING NO.
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STRAPPING DETAILS BUILDING CROSS SECTION: TYPICAL DETAILS 'O�°�ESSIOt' A
CONSTRUCTION DETAILS UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 400
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PROJECT
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EACH WINDOW TO RECEIVE(1)7116"
THICK x SIZE OF WINDOW PLUS 4" W a
EA.SIDE CDX PLYWOOD 'm
(2)ROWS OF fid NAILS 513116" F
T O.C.STAGGERED
0
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EVERY OTHER OVER OPENING N(18)8d NAILS OVERLAP TOP PLATE ° 611
0
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INSTALL SIMPSONCS20%24°EACH ° ° ° o fY
DOOR OR SIDE OFOPENINGWI(9)BdNAILS o ° LU
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LMNDOWAREAS HEADER ° N a O
JACK STUDS ° ° - O O =
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STUD (2)RO OF 8d NAILS
3"O.C. TAGGERED ARCHITECT
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513/16"
NAILS AT BOTTOM OF HEADER 3"O.C. PROVIDE#8 WOOD SCREWS @ 12"O.C. J O
NAILS AT TOP OF HEADER @ 3"O.C. AROUND PERIMETER OF WINDOW Q J
NAILS AT TOP PLATE(2)ROWS @ T O.C.STAGGERED Q
CS STRAPS AT OPENINGS SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL O O N
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DRAWING ISSUE
SOLID WOOD SADDLE 5/ " 02.23.21
WITH BEVELED EDGE =� ISSUE FOR PERMIT
01.25.21
WOOD FLOORING -
PROGRESS SET
WOOD FLOORING 01.05.21
WARMBOARDS OR - PROGRESS SET
SIMILAR EXISTING PLYWOOD V F N♦;1e' DRAWING SCALE
SUBFLOOR p•�� rV Y NTS
Til ��'A�w B`Sys p O�.f DRAWING NTWE
CONST.
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DRAWING NO.
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CONSTRUCTION DETAILS UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 4O 1
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NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193 o z"
oT escnp ion Numberotnails Nail Spacing S e u g D^
Root Framing 0 U u .a
Rafter to top plate(Toe Nailed) 38d Per Rafter
Ceiling Jost to top plate(Toe Nailed) 3841 Perjoist 0
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Ceiling Joist to Paragel Rafter(Face Najd) 6.164 Each lap O
CeOingJoist Laps over Part'd'ars(Face Marled) 6.164 Each lap 0 SIMPSONSPH4
Collar Tie to Rafter(Face Naged) 38d Per Tie U p STRAP
Blocidng to Rafter(Toe Nailed) 3-Sd Each end
Rim Board to rafter(End Nailed) 2-1641 Each end SIMPSONLSTA9
Wait raming STRAP to
Top Plate to Top PW(Face Nailed) 2-16d Per Foot Z i,—
Top
Top Plate at Intersections(Face Nailed) 4-164 Joints ea.SideO LJ.1
Stud to Stud(Face raged) 2-16:124•ac. v—
Header to Header(Face Nailed) 16d 16'o.c.along edges '
F— W
Top or Bottom Plate to Std(end Nailed) 2-16d Per 20 Stud ° °ti•. °n •�� 0 �-
3.15d Per bra StW 'a: :° •° Typical Window and Door
4.16d Per N8 Stud
Header Straoain(a Detail � � Z
Bottom Porte to Floor gist,Bard Joist End Jost or Bladang(Face Na led) 2.1641 a Per Foot
Each Comer
oor raming SIMPSON POST ANCHOR w Q O
Joist to Sit,Top Plate or Girder(Too Nailed) 4841 Per Joist AB O O =
Bridging to Job t(Toe Nailed) 2-41 Each End
BWddng to Joist(Toe Nated) 2.8d Each End d I.0
Blocldng to Sill or Top Plate(Toe Nailed) 3.16d each blodx 0 0 O
Ledger Ship toBeam(Face Naffed) 3-16d earhjoist POST ANCHOR TYP. WINDOW & DOOR STRAPPING a N
Joist on Ledger to Beam(Toe Na 38d per joist
Bard Joist to Joist(End Raged) 3.1641 I per joist ARCHITECT
Band Joist to SRI or Top Plate(Toe Nated) 2-16d per toot
Go ea i g
SWdwal Panels 6d
Diagonal Board Sheahq FEdge/4"Field
1'W or IW 2-8d Per Support UJI 10
19x10'or Wider Mid Per Support _j V
e mg 6heatning ezesnroMUM
Q
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Gypsum Wallboard 541 coolers T Edge 110°Field � N
O 2
Wall ea ng a (�
Strudml Panels ad 3"Edge 14*Field W
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Fiberboard Panels
7116' 6d 3'Edge 16'Field ? J
25137 td 3°Edge I6°Field0 ~ LO
Gypsum Wallboard 5d coolers 7°Edge/1D'Feld < N
HardBoard td 6'Edge/1Y Field (J () `O
Particleboard Panels 6d 6'Edge/1Y Field
Diagonal BoardSheaftug D WING ISSUE
1W or 19x6' 28d persupport
INID'orwider 38d persupport
Floor bheathing
Stnztaal Panels 02.23.21
1°arlass ad 3"Edge/4'Fied ISSUE FOR PERMIT
greater than l' 10d 3'Edge/4'Fneb 01.25.21
Diagonal Board Sheathing PROGRESS SET
1W or 19x6' 28d persupport
01.05.21
19x10"orwider 38d persuppod PROGRESS SET
_'ROOFSHINGLES: HDUI I - HOLDDOWN DRAWING SCALE
FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM NTS
OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318"HEAD ATMF1667 OF A TABLE R301.2(1) `,l ;` vvAWLNG NAME
LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS ANDA MIN.OF 3/4°INT0 THE ROOF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA .' p ONST.
SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 3/4'THICK THE FASTNER SHALL
PENETRATE THROUGH THE ROOF SHEATHING GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 'Al F� AILS
R905.26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
LOAD MPH) CATEGORY pTEMP. REQUIRED
20PSF 140 B SEVERE 3-0' M-H S-M 11 YES NONE 1 W
_ D I O.
DESIGN CRITERIA BEING USED: 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE AND
2016 UNIFORM NEWYORK STATE CODE SUPPLEMENT
CONSTRUCTION DETAILS UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 F THE N. . . CA LAW 02
ISCALE; NTS