HomeMy WebLinkAbout52616-Z TOWN OF SOUTHOLD
u
BUILDING DEPARTMENT
SOUTHOLD. NY
or *V
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APfPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52616 Date: 01/20/2026
Permission is hereby granted to:
1300 Properties LLC
21 Highfield Dr
Dix Hills, NY 117465748
To:
Construct interior alterations to an existing single-family dwelling as applied for to include first story
renovations and full dwelling replacement doors and windows. Project requires floodplain
development permit.
16
Premises Located at:
1300 Leeton Dr, Southold, NY 11971
SCTM#58.-2-1
Pursuant to application dated 11/10/2025 and approved by the Building Inspector,
To expire on 01/20/2028.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling.- Alteration $758.00
CO Single Family Dwelling-Addition /Alteration $100.00
Flood Permit $150.00
Total $14008.00
Building Inspector
(�►UTHC�LD--BUILDING.I UARTMENT
TOWN OF S
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold NY 11971-0959
n Telephone (631) 765-1802 Fax (631) 765-9502
wf mY 0.
Date Received
APPLICATION FOR BUILDING PERMIT
For Office use Only IIJ
PERMIT NO. 5aBuilding Knape t :".
u I
• ,� rireMka.
n forms must be fil
led Out in their entirety.Incomp
lete
Applications� d Y P
applications will not be accepted. Were the Applicant Is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: November 5, 2025
OWNER(S)OF PROPERTY:
Name:1300
Properties, LLC SCTM# 1000-58-02-01
.............
Project Address:1300 Leeton Drive, Southold, NY 11971
Phone#: 917 868-2783 Email:nyddavid@gmail.com
Mailing Address:21 High'Aeld Drive, Dix Hills, NY 11746
a
CONTACT PERSON:
Name:David A. Serure
Mailing Address:21 Highfield [give, Dix Hills, NY 11746
Phone N917) 868-2783 Email-:nyddavid@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Mark Anthony Munisteri
Mailing Address:1563 Bellmore, NY 11710
Phone N516) 409-1900 Email:info@markitex.com
CONTRACTOR INFORMATION:
Name: arabia Construction, Inc. Attention: Francisco Sarabia
Mailing Address:PO Box 74 East Marion, NY 11939
Phone#:(631) 477-3918 0 (631) 774-0113 M Email:Francisco@sarabiahome.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure llAddition C�Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Other°Proposed interior alterations,exterior facade replacement(windows,sid in utters) 482,000
ill the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes R No
10 d r re jjLo)v/t//o
Is e,r b�Arel
L- 00�� i'
1
...........
PROPERTY INFORMATION
7..........................
Existing use of PropertY:Residential One Family Intended use of property:Residential One Family
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R,�40 this property? [] �Yes No IF YES, PROVIDE A COPY.
R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
w,nr
Application Submitted By(print name), DAuthorized Agent e
Signature of Applicant: Date: 111,0612025
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)h e is t h e
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application therewith.,
Sworn before me this
November /5
It'—day of 2Q
Notary Public
RICHARD W.VAMMNBURM
F b U c,S 14 e4 e of Ne kv Yo*
Noh� 4
,PROPERTY OWNER AUTH'', RIZATION Cmi i,E*m May 16j, Z4
(Where the applicant Is not the owner)
David A. Sorure residing at2l Hi hfiold Drive,
Dix H i lls, NY 1 1 746 do hereby authorize I to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
11 / /2025
Owner's Signature Date
David A. Soru ro
Print Owner's Name
2
................................
............................................................................
5URVEY OF PROPERTY
UT O D
TOHN: SOUTHOLD
UFFOL.K COUNTY, NY
5JRVEYED Oq-25-2006
SUFFOLK COUNTY TAX #
1000-58-2-1
DA'VID A.SERI
DONNA A.SERU I. AS HI SBAND AND WMM
COUNTRYWIDE II OWE LDANS
COMPANYN OF��r�R.i+ii\Y.if✓1CYii`V� 1943041�,
va
Ago
0*1
11
R
•" tt
W
a.
_ H
o
l"'
00
w.z d w
N,
,«l -00" '
NOTE5=
0 PIPE FOUND l,'�' �� "."York i
FEMA FLOODZONE fNh10TATEI FROM FIRM �� '�`� �
� �, ,� �
MAP#3610300154 6 DTD MAY" 4, IggB
to
COASTAL EROSION HAZARD LINE ANNOTATED FROM
M�
DEC,
PHOTO#56-566-83'SHEET S OF 4q LTD bf2q/S8 ".m
I
AREA = 16,221 S.F.OR.0.3-7 ACRE
JOHN C.EHLERS LAND SURVEYOR
VEYOR
(5RAPH I G 5GALE I It: 401 6 EAST MAIN STREET N.Y.S.LCC.NO.50202
" R.IVERHEAD,N.Y.11901
3694288 Pax 369-8287 REF.I\Compggsmerlpm\03\03-128.ppro
i
bF# 6a 61
'5g - Z - ALL DIMENSIONS ARE
SCOPE OF WORK TO 13E FIELD VERIFIED
E"i -
APPLICATION FOR: / �
__ N
-PROPOSED 1 st FL. INTERIOR ALTERATIONS so FL 4.00'_ __---- o
(a F1 j-PROPOSED EXTERIOR FACADE RENOVATIONoz
EL 4.00' LON
G ISLAND
__ ■ '' N
' -27,---- -- -----LM i��A
14' Ulu, L - 024,331� E-- - f--®-.- --''�-- L4.80'
N_50o0�142�� 6-0-49
N 3,90241331
9 E
V 197 10
� EL 5.00' � EL 5.10�� I ij
TIE LINE ALONG Cq
APPARENT HIGH ( All Drawings, Specifications and the design N
A PLOT
�e WATER MARK 1 expressed therein are the Sole property of
F-RCHITENCTURAL ��V ! � N SCALE: 1/8" = 1'-021 1
Mark Anthony Architects.They are to be o
1 ,I
SUFFOLK COUNTY TAX NUMBER: 1000-58-02-01 used only with respect to this Project and are not to be copied or reproduced without
written permission of Mark Anthony
AREAS S.F.) EXISTING TO BE TO BE PROPOSED TOTAL ' EL 5.50'
( REMOVED MAINTAINED ( I,�h 00' Architecture P.C. It ie a violation of the law
_ for any person, unless acting under the
TOTAL LOT: 13,945 S.F. - - - - - - - - - - - - - - - - - - 13,945 S.F. 1 5.60(EL
I . 1) _- direction of a licensed architect,to alter an
SECOND FLOOR: 1,813 S.F. - - - - - - - - - - - - INTERIOR 1,813 S.F. EL 5.50 SPRING HIGH WATER M ARK __f-" I item in any way, If an item bearing the seal
� _ _--" of an architect is altered,the altering
THIRD FLOOR: 1,798 S.F. - - _ - _ - ALTERATIONS 1,798 S.F.
__ " ' architect Shall affix to his item the seal and
�L __ _- -'- notation "altered by"followed by his
FRONT PORCH: 49 S.F. - - - - - - - - - - - - - - - - - - 49 S.F. '� �= -- signature and the date of such alteration,
and a specific description of the alteration.
REAR WOOD DECK: 468 S.F. - - - - - - - - - - - - - - - - - - 468 S.F. `j -- -- _- EXISTING WOOD
--`COVERED WOOD DECK: 231 S.F. - - - - - - - - - - - - - - - - - - 231 S.F. I ---- -- WALKWAY ' I'I S 00'
ISSUED FOR
3rd FL. BALCONY: 116S.F. - - - - - - - - - - - - - - - - - - 116S.F. EL7.20'
/ I PRELIMINARY DRAWING
DECK ON GRADE: 412 S.F. - - - - - - - - - - - - - - - - - - 412 S.F. I _/'
EL 10.00 FOR OWNERS REVIEW
CABANA: 85 S.F. - - - - - - - - - - - - - - - - - - 85 S.F. FOR BIDDING PURPOSES
�--' EL7.40'
PERGOLA: 141 S.F. - - - - - - - - - - - - - - - - - - 141 S.F. - EL 7.30' � �- _ FOR BUILDING DEFT.
_ - EL 12.00
#EL 7.10 - - *EL 10.00 _
op __ / 8.30' ----------, -" - __- FOR CONSTRUCTION
,EL-11.90'* I ,� - " ' ASBUILTDRAWINGS
o o EXISTING �' EL 12.704 I
ZONING TOWN/�/ /""! d1 "�" �"'►�� '` ,, *EL 11.70' �- EXISTING WOOD o o PERGOLA ABOVE � /. ' REVISIONS PLOTTED: 11612026
O N V 4 J �1..I O I:,L S 00 I -- / FRAME CABANA WOOD DECK � � / *EL 12.90' I I2�
-- i 1 N0. DATE DESCRIPTION
8.30 ----------J
ZONING DISTRICT: R-40 MAP DISTRICT: f_-i� � EL 11.30' �
- - ------------------.._.. . _
ZONING ITEM REQUIRED EXISTING EL 11.80 EL 11.90'#
- - '� L I I * EL 9.60' ( ��
LOT SIZE �40,000 S.F. MIN. 13,945 S.F. _ _ _ � � .\ � � � EL 10.70'aF �,- DEL 12.10
PROPOSED DEL 12�o EL lo.00
EXISTING WOOD
WORK DOES , o RETAINING WALL
LOT COVERAGE (BUILDING) 20/o MAX 18.33/0 - - - (� *EL 10.10- t DEL 10.90'
NOT CHANGE I I ri `� �'' �� *EL 10.16' / I
\ I
HEIGHT (2 STORIES) 35 MAX EXISTING _ _ _ EXISTING �
I *EL 11.40' � *ELL 12.10'
FRONT YARD SETBACK 50 MIN. 31.80 - - ZONING _ O -�, - 1 - / - _ - - - - , - - *EL ,4 90' - SEE
SIDE YARD 15 MIN. 10.00 - - CONDITIONS - *EL 12.3 �/ EL 8.40 * EL 11.50 - _ _�
' ' � l \ �_`_ / \`. ��� W PROJECT N0. 2025133
I - aF EL 7.60' ` \ �I -
poftCOMBINED SIDE! YARDS 35, MIN. 25.30' - - - U �� �' /�L 8.00'* � \� f EL 9.20' I o J� DATE 05.01.2026
� EL 8.40 � �(EL 11.60 �
REAR YARD 50, MIN. 78.80' - - - �rL J �\\ �\\ ( N ■ i SCALE AS NOTED
1 �0�_ EL 8.50 * o DRAWN BY M.Z.
ZI \ le SENSE
EL 7.96' 1 \Id'
o_
IEXISTING \\\,, I `�� A R C/y
' 1 .00' WOOD DECK 15.30\'`-- ' -) MARK .n
55.60' 1 1910, o 1--------------------; ANTHONY\`
° ❑ . G
EXISTING ( ry ? EXISTING ARCHITECTS &PLANNERS
EXISTING A.C. 3 STORY FRAME o I EXISTING HOT TUB I - •
UNITS ON WOOD 1 ❑ o I SECOND FLOOR w I TO BE ! O
PLATFORM I DWELLING ON I O.H. ABOVE REMOVED
WOOD PILES I WOOD DECK
---------------------
I NO. 1300 1 °° EXISTING w 4)
L----------- SPIRAL STAIR U ...., .,.
1 Z 15.90' z (516)409- 1900
I w I w 1563 BELLMORE AVE.
o' N.BELLMORE,NY 11710
ANY NONI-PERMITTED ITEMS ARE THE > 00 PROPOSED INTERIOR of L f
CLIENT'S RESPONSIBILITY UNLESS °" ALTERATIONS AND EXTERIOR `'I a ��
CLIENT RESPONSIBILITY I
MARK ANTHONY ARCHIITECTS HAS BEEN FACADE RENOVATION L- L SEAL:
RETAINED TO RESOLVE OUTSTANDING ITEMS ' 3.50' ���E1 AP'c
E -PLUMBING APPLICATION(IF I EXISTING _ �5 ��NONY q j�����
EXISTING ZONING ITEM PERMIT # REQUIRED) 12.00' o WOOD DECK
TO BE FILED BY LICENSED PLUMBER EXISTING
-ELECTRICAL APPLICATION(IF It
o ROOF OVER o
TG►BE DETERMINEiD BYD.O.B. REQUIRED) I o 0 26.50' WOOD PORCH 36.20' '13 ( N
LIC# 1
TO BE FILED BY LICENSED EXISTING 6-0" PVC EL 7.60' ---- EL 8.30' EL 8.O�I`3F MARK A - 0 3 yOI, R.A.
ELECTRICIAN FENCE&GATE EXISTING SLATE//. ' '
Aft 1563 BELLM BELLMORE NY,11710
SECTION NN021Rd021 � / � � I I
BUILDING THERMAL ENVELOPE Im
EXISTING 6'-0" PVC
-C of O/C of C-CLOSE OUT AND I WALKWAY ,
[NY]N11021 IR40 2 11 0--1IPnacdpdv.I. /
INSPECTIONS(BY OTHERS) FENCE&GATE 1 DRAWING:
The DWMing therr.,al emro/ope shall comply w1m tM requtrements of Seclims Ni102.1.i Dlrougn N,102 I.S. � � I I
Exceptlons: EXISTING
1 The followng low-energy buaongs w pomons thereof.separated from the reminder of me builoing by buildl thermal a iooe I �`j
EXISTING
asSemblksom oorng winthis sectwn shall be exempt hom the burid thermal ing envelope proton of Sections N110211 mro,oh
PLANTER
PLOT PLAN INFORMATION AS PE.R: N110215 tesS than 3 4 Bt �[tale of energy usage um-bz t10 7 W'mT)or 1.0 w.WW of r-area for spacecOnditionbrg �/I ZONING
/j GRAVEL
EL
,t Those With a peak design ' 1 / ,ON IN G &
I I LJ
moose �' DRIVEWAY
12 Those That do not contain condMiorMd space
2 Log With]CC - 1
TH15 PROJECT HAS BEEN DESIGNED IN o - o
SURVEY DRAWN : MAY 26, 2011 ACCORDANCE WITH THE RESIDENTIAL Wall.-.oil-in the WildNHa2.1.1tR402.1.11VaP«nud. pp PLOT PLAN
ng Mermal envelope shall wmply With the vapor retarder requrements at SeCJon R702.7.
CODE OF NEW YORK STATE (2020) - 3FEL 8.10' y �M
M]'1 N11oz 11IR4b21.21 k.m,N.n_a xn..vaa...airda
The but!Mng the 1 envelope shall meet E1e requirements of TaFte N1102-1 2 based On the Uimete Zone specified In Secbon N1101 7.In 7�EL 8.90' I I
N ATH A N TA FT CO RW I N III Climate Zane 6 the bulldmg thermal envelope shall meet either m the requireents of the Climate Zone 6 option V row in Table N1102 1-2or the
requirements of the Ctmate Zone 6'Opoon 2"non,In Table N11021.2
� 1 1
BOX 16 DEL 8.so'
P.O. / ( I
(NYj TABLE NiT02.121Rt02.1.2)
INSULATION AND FENESTRATION REQUIREMENTS SY COMPONENT• I \
JAMESPORT, NY 11947 "TO THE 13E5T OF MY KNOWLEDGE BELIEF LRAwL `\� ; EL 7.20'* EL 7.60'* PROJECT
GLAZED WORD MASS BASEMENT'' SLAW I
CLIMATE FENESTRATION SKYLIGNIe CEILING !LOOK SPACE' / I I .
AND PROFESSIONAL JUDGMENT, THESE FENEaTRAT DN FRAMALUEE WA WALL WALL R-VALUE
ZONE U-fALTOR° U.FACTOq RNALUE RNALUE WALL
SMOG°• R-VALUE R-VALUE' R-VALt1E aDEPTN
R-VALUE /� ,,//�� ,,,///.���
TEL: (631) 727-1727 PLANS AND/OR SPECIFICATIONS ARE IN 1 NR 065 025 30 13 3!4 13 0 0 0 / � � �
2 D<' O65 025 36 13 46 13 0 0 0 .✓V'/�
COMPLIANCE WITH THE "ENERGY 012 D25 10 < . '
4`xCGnt 032 OSS 040 45 2HE POE"
O" &,3 1g 10'13 10 2fl ,013 ,
a 1 1 ,350.00 1 RE51 PENCE
CONSERVATION CONSTRUCTION CODE �'� g65 -NN- .y •2C-rn,3-' - -'- -' _ .
Eranne4 ' IS20 •3w 1519 102fi ,519 -- - -�- - - - - - - - / -�
6 0]0 055 NR 4g 20+5^or,3+10^ 1S 2C 301 15,5 10 an t514 �~ " --- - -�--��-
FEMA FLOOD ZONE (- - - -) (2020)" (N1102.1.2 (R402.1.2)) 7SM6 036 055 NR 45 2d+5^a1]+1b^ 192' 33a 5,9 64P, S 45035'30" w EL 6.90'
AND CHAPTER 11 RESIDENTIAL CODE OF = '"""°
�°�°»°° 000 1300 LEE
TON DRIVE
.-2<wt e�44 st nmamu-t.N+ta.MM FNa"a�*a<nn.na fBse m,�Ya ecq pOz.� <+et.c Mrs-.:..!^e i�s.fee 4nYu.R:M ns�rwtnM
ELEVATIONS IN NAVD88 NEW YORK STATE (2020) . a ":`°� = r N�a.,�,..�..��.. m..e.. ..,.na- a- EL 7.2 SOUTHOLD, NY 11971
x: 3 -.a EXISTING
GRAVEL AREA
D.O.B. I.D#
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXISTING BELGIAN BLOCK CURB *EL 6.10' EXISTING CURB CUT EL 6.50'
GROUND p 'WIND DESIGN Special Wind-
borne BARRIER FLOOD MEAN ANNUAL
SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR ICE DRAWING No.
SNOW seed Topographic DESIGN frost line DESIGN FREEZING
wind Weathering Termite UNDERLAYMENT HAZARDS TEMP �EL. 6.30 �EL. 6.30 EL EL. 6.50, q EL. 6.40'
LOAD (mph) effects region ebrit CATEGORY depth TEMP. REQUIRED INDEX
20 PSF 130 NO NO 1 mi. B Severe 3'-4' Moderate to 7 5 YES 9-11-09 496 52.90ELEETON 11111%, 110MVE
Heavy
ENEFIAL TES ALL D[M[=N510N5 A1�E
TABLE R301.5 ALSO NOTED SECTION R301.5 A FIELD 1/EIS AKE TABLE R403.1(1) MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (INCHES)
(IN POUNDS PER SQUARE FOOT)
THE ARCHITECT OF RECORD HAS BEEN RETAINED ONLY FOR THE PURPOSE OF FILING THE PLANS TO OBTAIN A PERMIT AND HAS NOT
LOAD-BEARING VALUE OF SOIL LUMBER SPECIFICATION: USE LIVE LOAD DEAD LOAD: R301.416
BEEN RETAINED FOR ANY SUPERVISION OR(OBSERVATION OF THE WORK, AND HI5 RESPONSIBILITY 15 LIMITED TO THE ACCURACY OF 8" SOLID CONCRETE OR MASONRY, OR FULLY (P5F) 2
THE PLANS. THESE DRAWINGS ARE FOR BUIILDING DEFT. USE ONLY. GROUTED MASONRY `DOUG-FIR LUMBER #2 WITH FB 875 OR EQUAL
W
NOTED DIMENSIONS SHALL.TAKE PRECEDENCE OVER THOSE SCALED. 1,500 2,00►0 3,000 >4,000 UNINHABITABLE ATTICS b
DESIGN LOADS TAKEN AS PER ( ) 1 O THE ACTUAL
1 STORY 16„ V� V v WESTERN WOOD PRODUCTS A550CIATION WITHOUT STORAGE WEIGHTS OF
ANY OMISSIONS OR CHANGES IN THESE DRAAWING5 SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ALL I� I� I! IN ACCORDANCE WITH A5TM STANDARDS UNINHABITABLE ATTICS WITH (b)(g) 2O MATERIALS AND
CONSTRUCTION AND/OR INSTALLATIONS 5Y'THE CONTRACTOR. LIMITED STORAGE CONSTRUCTION
HABITABLE ATTICS 30 SHALL BE USED FOR o
TABLE R401 .4.1 AND SERVED WITH FIXED STAIRS DETERMINING DEAD N
THE CONTRACTOR SHALL VERIFY ALL CONDI1rION5 IN THE FIELD. PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS EXTERIOR BALCONIES (e) LOAD WITH
LOAD-BEARING PRESSURE AND DECKS 40 CONSIDERATION FOR All Drawings,Specifications and the design
THE CONTRACTOR SHALL FIELD VERIFY THE (LOCATION AND DEPTH OF ALL UNDERGROUND UTILITY PIPING PRIOR TO THE PROPOSED CLASS OF MATERIAL * SOLID POST UNDER FULL WIDTH OF
(POUNDS PER 5QUARE FOOT) GIRDER @ EACH END THE DEAD LOAD OF expre55ed therein are the sole property of 3
FIRE ESCAPES 40
FIXED SERVICE Mark Anthony Architects. They are to be o
CONSTRUCTION EXCAVATION. CLAY, SANDY CLAY, SILTY CLAY, used only with res ect to this Pro cot and
CLAYEY SILT, SILT AND SANDY SILT (CI, 1,500 * SOLID P05T DOWN TO FOUNDATION OR GUARD RAILS AND (d) (h) EQUIPMENT. y p J
THE CONTRACTOR SHALL BRACE, SHORE, REINFORCE, AND/OR UNDERPIN ALL NEIGHBORING STRUCTURES AS REQUIRED FOR SAFE ML, MH and CH) HANDRAILS 200 are not to be copied or reproduced without
GIRDER BELOW UNDER ALL GIRDER written ermiSsion of Mark Anthony Architecture P.C. It 15 a violation of the law
GUARD RAILS IN-FILL (f) 50 (h) p
OPERATION. POSTS.
COMPONENTS ALL SITE DEVELOPMENT INCLUDING RETAINING WALLS, SIDEWALKS, PLANTINGS, ETC. BY OTHERS. TABLE R402.2 a for any person, unless acting under the
PASSENGER VECHICLE GARAGES
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ( a 50 ( ) direction of o licensed architect,to alter an
item in any way, If an item bearing the seal
ALL LABOR, MATERIALS, AND CONSTRUCTION SHALL COMPLY WITH ALL RULES, REGULATIONS, CODES, AND LOCAL AUTHORITIES - ALL HEADERS @ DOOR OPENINGS TO BE ROOMS OTHER THAN SLEEPING of an architect is altered,the altering
HAVING JURISDICTION OVER THE WORK DESIGN CRITERIA: MIN. SPECIFIED COMPRESSIVIE STRENGTH OF CON(. (�c) 2 x 10 UNLESS NOTED OTHERWISE ROOM 40 architect shall affix to his item the Seal and
CONCRETE CONSTRUCTION TYPE OR LOCATIONS WEATHERING POTENTIAIL(SEE TAB SLEEPING ROOMS 30 LE 301.2(1) notation "altered by"followed by his BUILDING CODE OF NEW YORK STATE ((2020) FUEL GAS CODE OF NEW YORK STATE (2020) NEGLIGIBLE MODERATE SEVERE signature and the date of such alteration,
RESIDENTIAL CODE OF NEW YORK 5ThTE (2020) PROPERTY MAINTENANCE CODE OF NEW YORK STATE (2020) STAIRS 40 N and a Specific description of the alteration.
EXISTING BUILDING CODE OF NEW YOFK STATE (2020) NFFA 70: NATIONAL ELECTRIC CODE (NEC) 2017 BASEMENT WALLS, FOUNDATIONS Ft OTHER v 2,5ooc - ALL LAMINATED GIRDERS TO
PLUMBING CODE OF NEW YORK STATE (2020) MECHANICAL CODE OF NEW YORK STATE (2020) CONCRETE NOT EXPOSED TO THE WEATHER x ^ BE 2.0E G-P LAM LVL. FOR 51:1 POUND PER SQUARE FOOT=0.0479 kN/m,1 SQUARE INCH=645 mm,1 POUND=4.45 N2 ISSUED FOR
FIRE CODE OF NEW YORK STATE (2020) BASEMENT (CELLAR) SLABS AND INTERIOR 2,sOOc (a) (b) (c)(d)(e) (f) (g) (h) SEE RCNYS 2020 PRELIMINARY DRAWING
ENERGY CONSERVATION CON5TRUCTI(ON CODE OF NEW YORK (2020) SLABS ON GRADE, EXCEPT GARAGE FLOOR SLAB X X ( )
WOOD FRAME CONSTRUCTION MANUEIL FOR ONE-AND TWO FAMILY DWELLINGS 2018 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR FOR OWNERS REVIEW
( ) - ALL LAMINATED GIRDERS ARE TABLE R301.7 ALLOWABLE DEFLECTION OF
WALLS AND OTHER VERTICAL CON(. WORK EXPOSED X x 3,000d CALLED OUT AS NOMINAL SIZE FOR BIDDING PURPOSES
ALL LUMBER TO BE AMERIC:AN STANDARD 51ZE5. ALL STRUCTURAL * DOUGLA5 FIR-LARCH LUMBER #2. TO THE WEATHER CONTRACTOR TO USE: STRUCTURAL MEMBERS (b) (c)
PORCHES, CARPORT SLABS AND STEPS EXPOSED TO v d,e FOR BUILDING DEPT.
THE WEATHER, AND GARAGE FLOOR SLABS X X 3,500 - 1 3/4 x 91/2 FOR 2 x 10 LVL ALLOWABLE FOR CONSTRUCTION
A MINIMUM OF ONE 5/8" ANCHOR BOLT 5HA'LL BE PROVIDED WITHIN 6" - 12" OF EACH END PLATE, AND HAVE A MINIMUM EMBEDMENT - 13/4"x 117/8" FOR 2 x 12 LVL STRUCTURAL MEMBER DEFLECTION
OF TIN CONC. FOUNDATIONS AND 5LAB5 OIN GRADE OR 7" IN MASONRY BLOCK FOUNDATIONS WHEN RESISTING LATERAL AND FOR 5I:1 POUND PER SQUARE INCH=6.895 kPa. AS BUILT DRAWING5
SHEAR LOADS ONLY. AL50 Y SQUARE WA5,HER5 SHALL BE USED ON ALL ANCHOR BOLTS WITH THE ANCHOR BOLTS SPACING NOT TO (a) AT28 DAYS P51 RAFTERS HAVING SLOPES GREATER
EXCEED THE REQUIREMENTS SPECIFIED IN TABLE TABLE 3.2C. (b) SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL THAN 3/12 WITH FINISHED CEILING LAW REVISIONS PLOTTED:1/6/2026
0 , SECTION 3.2.1.7 AND TABLE 3.2:8 AND 3.2C - ALL LUMBER THAT COMES IN CONTACT NOT ATTACHED TO RAFTERS
(WFCM 218 O ) (c) CONC.IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL FBE AIR-ENTRAINED CONCRETE IN WITH CONCRETE TO BE A.C.Q. N0. DATE DESCRIPTION
ACCORDANCE WITH FOOTNOTE(d) INTERIOR WALLS AND PARTITIONS H/180
LUMBER TO BE GRADE MARKED PRIOR TO DELIVERY TO SITE, SUBJECT TO INSPECTION. (d) CONCRETE SHALL BE AIR-ENTRAINED.TOTAL AIR CONTENT(PERCENT DYVOLUME OF CONCRETE)SHALL NOT DE LIE55 THAN 5%OR MORE THAN 7/
DOUBLE 5TUD5 AT ALL OPENINGS IN THE EXTERIOR AND BEARINGS WALLS, DOUBLE ALL JOISTS, HEADERS AND TRIMMERS AROUND (e) SEE SECTION R402.2 FOR FLOORS L/360 MINIMUM CEMENT CONTENT FASTENERS, HANGERS AND TIE-DOWN
ALL OPENINGS AND UNDER. ALL PARTITIONS,. USE TECO HANGERS OR CONNECTORS WHERE REQUIRED (OR APPROVED EQUAL). CONNECTORS THAT COME IN CONTACT WITH A.C.Q. CEILINGS WITH BRITTLE FINISHES L/360
TABLE 3.2B (WFCM 2018) (INCLUDING PLASTER AND STUCCO)
BOTTOM PLATE TO FOUNDATION CONNECTIONS TREATED LUMBER MUST BE DESIGNED FOR SUCH CEILINGS WITH FLEXIBLE FINISHES
ALL HEADERS TO BE MIN. (2) 2 X 10 UNLESS OTHERWISE NOTED. USE (CHECK MANUFACTURERS SPEGIFICTAIONS) (INCLUDING GYPSUM BOARD) L/240
(ANCHOR BOLTS) RESISTING LATERAL & SHEAR LOADS FOIR EXPOSURES B Et C AND
ALL GLAZING SHALL BE INSULATED, HIGH-PERFORMANCE GLA55 (UO=.33), UNLESS OTHERWISE NOTED. PROVIDE MIN. 1"X 21/2" FROM WIND-EXPOSURE B ALL WIND SPEEDS ALL OTHER STRUCTURAL MEMBERS L/240
(ACTUAL SIZE) MITERED CROSS BRIDGING N4AX. 8'-O" O.C. FOR FLOOR JOINTS OR EQUIVALENT METAL BRIDGING. BOTTOM PLATE TO FOUNDATION EXTERIOR WALLS -WIND LOAD5a WITH PLASTER OR H/360
FOUNDATION ANCHOR BOLT SUPPORTING MAXIMUM ANCHOR BOLT SPACING In.(' ) ALL FA5TENER5 IN DIRECT CONTACT WITH A.C.Q. STUCCO FIN15HE5 PROJECT NO. 2025133
ALL INTERIOR PARTITIONS TO BE 2 X 4 WOOD STUDS, 016" O.C. WITH GYPSUM BOARD BOTH SIDES. DOUBLE-UP FLOOR JOISTS UNDER CONNECTION RESISTING OR WOLMANIZED LUMBER MUST BE "ZMAX/HDG" a
PARTITIONS RUNNING PARALLEL. GALVANIZED OR 5TAINLE55 STEEL EXTERIOR WALLS -WIND LOADS WITH OTHER BRITTLE H/240 DATE 05.01.2026
1 - 3 STORIES 1/2" ANCHOR BOUTS 31 FIN15HE5 SCALE A5 NOTED
GYPSUM BOARD TO BE 1/2" TAPERED EDGE "'SHEET ROCK",TAPED AND 5FACKLED (3 COATS), OR EQUAL, UNLESS OTHERWISE NOTED LATERAL AND SHEAR LOADS EXTERIOR WALLS -WIND LOADS WITH FLEXIBLE FINISHES L1120d DRAWN BY M.Z.
ON DRAWINGS. 1 - 3 STORIES 5/8 ANCHOR BOL7TS 48
1.
LINTELS SUPPORTING MASONRY VENEER WALLSe L/600
PROVIDE FLASHING AT ALL ROOF,WALL, OR (OTHER INTERSECTIONS, OVER HEADS OF ALL OPENINGS AND UNDER SILLS OF ALL PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2
2. L=SPAN LENGTH,H=SPAN HEIGHT ARC
WINDOWS AND DOOR5. CAULK ALL JOINTS EAP05ED TO WEATHER. WHEN ANCHOR BOLT5 ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS,THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED A '' �I
THE LE55ER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND 5HE&P,LOADS (TABLE 3.213) FOR OTHER ANCHOR (a) FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN,THE WIND LOAD SHALL BE MARK
tARK
ROOF COVERING SHALL BE CLASSIFIED AS TYPE A OR B. BOLT LIMITATIONS SEE SECTION 3.2
PERMITTED TO BE TAKEN N AS 0.7 TIMES THE COMPONENT AND CLADDING(A5D) LOADS OBTAINED ANTHONY G
FROM TABLE R301.2 2
ALL 5TRUCTURAL STEEL SHALL BE MIN. 36,000 PSI. 3. (b) FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE GANTILVER
TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS A55UME WALLS ARE 5HEA�THED IN ACCORDANCE WITH SECTION 3.4.4.2. ARCHITECTS &PLANNERS
FOR OTHER WALL SHEATHING TYPE5 THE TABULATED ANCHOR BOLT SPACING SHALL BE MULTIPLIIED BY THE APPROPRIATE SHEATHING TYPE (c) FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF 5UNROOM •
ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND INSPECTED BY THE BOARD OF FIRE UNDERWRITERS ADJUSTMENT FACTOR IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACING EXCEED 6 F=EET ON CENTER. ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLA55,THE TOTAL LOAD DEFLECTION C7
A5 PER THE NEC.
SHALL NOT EXCEED L/175 FOR EACH GLA55 LITE OR L/60 FOR THE ENTIRE LENGTH OF THE
Cn
a MEMBER,WHICHEVER 15 MORE STRINGENT.FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF n
FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH,WITH A TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER THAN 262 plf, 5UNROOM ADDITION5 OR PATIO COVERS,THE TOAL LOAD DEFLECTION SHALL NOT EXCEED L/120
SINGLE STATION SMOKE &CARBON MONOXIDE DETECTING DEVICE TO BE INSTALLED ADJACENT TO SLEEPING AREAS ON EACH FLOOR LATERAL CONNECTIONS SHALL BE DETERMINED U51NG THE LOADS FROM TABLE 3.5 (d) DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO ANI .._..,,.i
LEVEL AND SHALL BE LOCATED ON OR NEAR. CEILING. TABLE 3.2C WFCM 2018 1563 E - O
( ) ALLOWABLE DEFLECTION OF H/180 1563 BELLMORE AVE.
SILL OR BOTTOM PLATE TO (e) REFER TO SECTION K703.8.2 N.BELLMORE,NY 11710
ALL PLUMBING TO BE INSTALLED BY A LICENSED PLUMBER IN ACCORDANCE WITH THE APPLICABLE RESIDENTIAL CODE OF NEW YORK FOUNDATION CONNECTIONS 700-YR. 3 SECOND SECTION R301 .2.2.2 WEIGHTS OF MATERIALS STATE, PLUMBING CODE OF NEW YORK STATIE. (2020) (ANCHOR BOLTS) RESISTING UPLIFT GUST WIND SPEED 901 95 100 105 110 115 120 130 140 150 160 170 180 195 SEAL:
LOADS FROM WIND-EXPOSURE B (MPH) - q",G
CURBS, CURB CUTS, AND PAVING MUST CONFORM WITH ALL REGULATIONS AND REQUIREMENTS OF THE DEPARTMENT OF PUBLIC
4✓ ts s
WORKS. BOTTOM PLATE TO USE DEAD
��5 P��NONYtij��/Z��
PLATE FOUNDATION �
FOUNDATION ANCHOR BOLT SIZE SUPPORTING MAXIMUM ANCHOR BOLT SPACING (1n.)L2 C�
CONNECTION RESISTING EXTERIOR LIGHT
15 psf
FRAME WOOD WALLS
IDRAWING LEGEND 1 - 3 STORIES 8 'END ZONES 72 72 72 72 72 72 71 57 43 35 30 27 24 22 U,
2 x 4 EXTERIOR LIGHT FRAME
SYMBOL DESCRIPTION UPLIFT LOADS 1 - 3 STORIES INTERIOR ZONES 72 72 72 72 72 72 72 66 50 41 35 31 28 26 COLD-FORMED STEEL WALLS 14 psf LIC#031 31737-� 4 EXISTING PARTITION TO REMAIN 1 - 3 STORIES WEND ZONES 72 172 72 1 72 1 72 1 72 1 72 1 68 1 51 1 42 36 32 29 26 7 O psf 1563 BELLMORE AYE. BELLMORE NY,11710
INTERIOR LIGHT FRAME
�_ ______� EXISTING ABOVE/BEYOND 2 x 6 WOOD WALLS MARK ANT 6 I, R.A.
1 - 3 STORIES INTERIOR ZONES 72' 72 72 172 172 72 172 172 60 49 42 37 134 31 INTERIOR LIGHT FRAME
EXISTING WINDOW TO REMAIN ' COLD-FORMED STEEL WALLS 5 psf DRAWING:
PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2
2.WHEN ANCHOR 13OLT5 ARE USED TO RE515T UPLIFT, LATRAL,AND SHEAR LOADS,THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED 8" THICK MASONRY WALLS 80 psf
EXISTING ROOK TO REMAIN THE LE55ER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28) FOR OTHER ANCHOR GENERAL
BOLT LIMITATIONS SEE SECTION 3.2.1.7 and 3.2.2.3EX I�STIN6��2 x 10 EXISTING HEADER-5IZE AS TABLE R703.3(1) 6" THICK CONCRETE WALLS 85 psf
51"ECIFIED WEATHER RESISTANT SIDING ATTACHED AND MIN. THICKNESS NOTES
SIP WALLS 10 psf
----
�\ EXISTING WALL/WINDOW/POOR NOMINAL WOOD OR WVOOD FIBERBOARD GYPSUM
SIDING JOINT SHEATHING PAPER
BE DEMOLISHED STRUCTURAL PANEL SHEATHING SHEATHING
DIRECT NUMBER OR SPACING
MATERIAL THICKNESS TREATMENT REQUIRED
--__-- SHEATHING INTO STUD INTO STUD EXCEPTIONS:
PROPOSED PARTITION (INCHES) TO STUDS OF FASTENERS
1) ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 psf SHALL PROJECT:
0.120 INAIL BE PERMITTED PROVIDED THE WALL BRACING AMOUNTS IN
TW2046 0.120 NAIL 0.120 NAIL
PROPOSED WINDOWS-SIZE AS VINYL SIDING* 0.035 LAP NO 12' 2" 2" NOT SAME AS SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH TABLE
(2)2 x 8 SPECIFIED STAPLE-1 STAPLE-2-1' STAPLE-22" ALLOWED STUD SPACING R602.10.3(4) SERURE
PRPOPOSED DOOR-SIZE AS *VINYL SIDING SHALL COMPLY WITH ASTM D3679 2) LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL R E 5 I D E N C E
BE PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF
TABLE R702.3.5 5ECTION5 R702.1 AND R703
(2)14"x 112"LVL PROPOSED HEADER-SIZE A5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD SPECIFIED 3) FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN 1300 LEETON DRIVE
MAX. SPACING ACCORDANCE WITH CHAPTER 10 5OUTHOLD, NY 11971
''' � �'' �`'�` �• ° - PROPOSED FOUNDATION WALL THICKNESS OF ORIENTATION OF MAX. SPACING OF SIZE OF NAILS FOR APPLICATION
GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING MEMBERS OF FASTENERS TO WOOD FRAMING
INSULATION-TYPE AS SPECIFIED TO FRAMING
(INCHES) (NAILS SCREWS D.O.B. I.D#
tEITHER 13 GAGE, 1-" LONG, 79" HEAD; 0.098 DIAMETER, 1 '--"
PROPOSED CL05ET DIRECTION 16 7 12 , ANNULAR-RINGED;5d COOLER NAIL, 0.086 4
1/2 CEILING D LONG AN TABLE R301.2.1.3
COMBINATION SMOKE AND WALL EITHER DIAMETER, 18" LONG, 64" HEAD; OR GYPSUM BOARD EQUIVALENT BASIC WIND SPEEDS
® CARBON MONOXIDE DETECTOR DIRECTION 16 8 16 NAIL,0.0915 DIAMETER, 18" LONG, 32" HEAD. DRAWING No.
e SMOKE DETECTOR CODE R702.3.1 RCNYS-GYPSUM BOARD VULT 110 715 120 130 740 150 160 170 780 190 200
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 V 85 89 93 101 108 116 124 132 139 147 155
OR C1766 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONIS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM ASD
BOARD AND GYPSUM PANEL PRODUCTS SHALL CONFORM TO ASTM C557.
i
TABLER402.4.1.1 ALL DIMENSIONS ARE
AIR BARRIER AND INSULATION INSTALLATIONa
y d SECTION N1103 {R403) TO BE FIELD VERIFIED
_ XL
Neoprene gasket ar SYSTEMS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
f sealant continuous A continuous air barrier shall be installed in the burlding
1 /` around vent opening N
_� a envelope
/ 1 Air-permeable insulation shall not be used as a S t j N1103.1 R403.1 Controls Mandato v
' ( ) (Mandatory). General requirements The exterior thermal envelope contains a continuous
--° `- '- insulated sealing material
Not less than one thermostat shall be provided for each separate hea't!ng and cooling system. air barrier W
0
Exhaust fan F exhaust duct Breaks or joints in the air barrier shall be sealed w
m
*T The air bawler in any dropped cei?trig or sofa shall be �'
[CAT rated Irecessed ' y
light fixture i� � __- " '-� I W
I N1103.1.1(R4D3.1.1)Programmable thermostat. aligned with the insulation and any gaps in the air z
1I The insulation m any dropped ceihng'sofft shalt be Q
�li The thermostat controlling the primary heating or coaling system of the dwelling unit shall be capable of controllina the heating and cooling system ceirng'amc shall be sealed aligned with the airborne,
Access openings,drop down stairs or knee wall doers BZ
I on a drily schedule to maintain different temperature set points ait different times of the day.This thermostat shall include the capability to set back to unconditioned attic spaces shall be sealed z
3
or temporarily operate the system to maintain zone temperatures of not less than 5YF (13-C)to not greater than 85'F(29`C) The thermostat shall
Cavities within corners and headers of frame walls
be programmed initially by the manufacturer With a heatlna temperature setpotnt of not greater than 70"F(21`C)and a cooLng temperature setpoint shall be insulated by completely filling the cavity
The unction of the foundation and sill late shall be sealed
of not less than 78 F(26 C) pN
with a motorist having a thermsl res stance W
The function of the top plate and the top of exterior wafts �
t vans R-value cf not less than -R3 h
d_ ! shall be sealed per inc
oc
Exterior thermal envelope insulation for framed wails All Drawin o,5 ecificationo and the deei ri to
N1103.1.2(R403.1.2)Heat pump supplementary heat(Mandatory). Knee walls shoo be sealed g p 9
( J shall be installed in substantial contact and
expre55ed therein are the Sole property of .�
Heat pumps having supplementary electric-resistance heat shall[ have controls that except during defrost, prevent supplemental heat operation continuous alignment with the a!rbrarner Mark Anthony Architects.They are to be o
• ll Neoprene gasket or %when the heat pump compressor can meet the heating load Alindows.sky?ights and doors The space between framing and skylights and the jambs _ used only with respect to this Project and
`+ sealant continuous of windows and doors shall be sealed are not to be copied or reproduced without
around light fixture Rim joists Rim joists shall include the air barrier Rim joists shall be insulated written permioolon of Mark Anthony
N1103.2(R403.2)Hot water boiler Outdoor temperature setback. Floor framing cavity insulation shall be installed to Architecture P.C. It i5 a violation of the law
Hot water boilers that supply heat to the building through one-or hwo-pipe heating systems shall have an outdoor setback control that decreases the maintain permanent contact with the underside of for any person, unle55 acting under the
Exterior light fixture bolter Water temperature based on the outdoor temperature. subf oor decking.Altematively floor framing
p p Floors including cantilevered direction of a licensed architect,to alter an
The arrbamer shall be installed at any exposed edge of cavity insulation shall be in contact with the top side item in any way, If an item bearing the Seal
floors anj floors above
insulation. of sheathing or continuous insulation installed on
y garages of an architect to altered,
{ N1103.3(R403.3)Ducts. the underside of floor framing and shall extend g the altering
Air seat interior, architect Shall affix to his item the Seal and
faces of soffit Ducts and air handlers shall be installed in accordance with Sections iN1103.3.1 through N1103.3.8_ from the bottom to the top of an perimeter floor
framing members. F10tati0i1 "altered by"followed by his
I ti I N1103.3.1 (R403.3.1)Insulation(Prescriptive). Exposed earth in unvenied crawl spaces shalll be covered Crawl space insulation,where provided Instead of 51 gnatur e and the date of Such alteration,
Neoprene gasket or
l- sealant continuous Crawl space walls with a Class I vapor retarder with overlapping joints floor insulation shall be permanently attached to and a Specific description of the alteration.
Pp Pe Supply and return ducts in attics shall be insulated to an R-value of not less than R-8 for ducts 3 inches (76 mm) in d;ameter and larger and not
IfI around e penetrations tattledthe walls.
less than R-6 for ducts smaller than 3 inches (76 mm)in diameter .Supply and return ducts in other portions of the building shall be insulated to not
c1i Duct shafts,utility penetrations.and flue shafts
J ...a ' Exterior faucet less than R-6 for ducts 3 inches(76 mm)in diameter and to not less than R-4 2 for ducts smaller than 3 inches(76.2 mm)in diameter Shafts penetrations opening to exterior or uncendttioned space shall be _ ISSUED FOR
1 sealed
.^-- Exception: Ducts or portions thereof located completely inside tthe building thermal envelope_ PRELIMINARY DRAWING
Batts to be installed in narrow cavities shalt be cut to
-'" IC rated recessed i fit or narrow cavities shall be filled with insulation FOR OWNER5 REVIEW
tight fixture [NY]N1103.3.2(R403.3.2)Seating(Mandatory). Narrow cavities - that on installation readily conforms to the available
RP05ES
Ducts, air handlers and filter boxes shall be sealed_Joints and searms shall comply with Section Nr11601 4 1 cavity space FOR BIDDING PU
FOR BUILDING PO
RECESSED LIGHTING EXTERIOR WALL Exceptions: Garage separation Air sealing shall be provided between the garage and _ FOR CONSTRUCTION
conditioned spaces.
t. Air-impermeable spray foam products shalt be permitted tto be applied without additional joint seals
Recessed rghGng Recessed light fixtures installed in the budding thermal envelope Recessed light fixtures installed in the buil,"ing A5 BUILT DRAWI NG5
2. For ducts having a static pressure classification of less titian 2 inches of water column (500 Pa). additional closure systems shall not be shall be sealed to the finished surface thermal envelope shall be air ticht and IC rated-
Flashing -Vapor retarder Few climate zone required for continuously welded joints and seams and loco !ng-type joints and seams of other than the snap-lock and button-lock types. In exterforwalls,batt insulation shall be cut neatly to
9 j Unconditioned AttIC - fit around wiring and plumbing or insulation`that REVISIONS PLOTTED:1/6/2026
�!umbing and wiring g N0. DATE DESCRIPTION
on installation readily conforms to available_pace.
Ground slope > F7ve N1103.3.2.1 (R403.3.2.1)Sealed air handler.
shall extend behind piping and wiring
away from building Or vent Roof vent I Air handlers shall have a manufacturer's designation for an a!rr leakage of not rea.er than 2 percent of the design airflow rate when tested in(minimum 5%) 1 \ g g g t p r g a The a:.,barrier instal'ed at exterior t alis adjacent to
, ��, � Edt'_'rlor t5'a115 adjacent to ShgtYerS and tubs shall be
Shower,Iub on ex.erior wall showers and tubs shall separate the wa!'from the
,-- )„ accordance With ASHRAE 193 D insulated
Polyethylene stalled Roof baffle in �� 't-.�I shower or tub
Sill gasket ----- -- :. :.:• at each bay /1 The airbarriershall be installed behind electrical and
Wood strip ooraRemate i
to secure nnembrane i
vapor barrier vapor barrier f N1103.3.3(R403.3.3)Duct testing(Mandatory). Electrical'phone box on exterior walls communication boxes Alternatively air-sealed boxes -
��'! shall be installed
Wind baffle installed :�!' Ducts shall be pressure tested to determine air leakage by one of thie following methods
Damppiroofng.._._____ to protect insulation �,
Insulated mechanical HVAC supply and return register boots that penetrate
= equipment and ductwork I. Rough-in test. Total leakage shall be measured with a pressure differential of 0 1 inch w (25 Pa) across the system including the HVAC register boots building thermal envelope shall be sealed to the subfocr
from disturbance r�s g '` -
- r (wind washing) r air e I I a �e time of the test. Registers otherwise during visa covering or ceiling penetrated by the boot
wi ing) manufacture is a handler enclosure f installed t the t e t t Registe s shall be taped of oth -se sealed d ing the
Mechanical S1'here required to be sealed concealed fire sprinklers shall
.2 Pestconstruction test: Total leakage shall be measured. tvitth a pressure differential of 01 inch wa (25 Pa) across the entire system
equipmentonly be sealed in a manner that is recommended by the
including the manufacturer's air handler enclosure- Registers shall r otherwise a r be taped O OtherlV S sealed during the test. Concealed s rinkte s manu acturer Caulking or other adhesive Ianshall -
Footirw _ 9 9 p t r+ p r _ esve sealants
drain ° ,. r„
202 1
P
5 33
. PROJECT NO.
( n �!of be _e d r used to f void_between fire sprinkler r Exce Exceptions:
cove
p
" '• .�...'-•'•••••''�,�.-•-•`t;x � �� Gasket 1. A duct air-leakage test shall not be required where the duccts and air handlers are located entirely within the building thermal envelope. plates and walls or ceiPrigs DATE 05.01.2026
a lnspeGhon of too shall be rill aC!ro,Cance with r.-,e provisions ofICC 4M
Vent-chute i 2.A duct air-leakage test shafl not be required for ducts serving heat or energy recovery ventilators that are net integrated with ducts R403.7 Equipment sizing and efficiency rating(Mandatory). SCALE AS NOTED
: -- •�` - serving heating or cooling systems Heating and cooling equipment shall be sized In accordance with ACCA Manual S based on building loads calculated in accordance with ACCA DRAWN BY M.Z.
A written report of the results of the test shall be signed by thte party conducting the test and provided to the building official Manual J or other approved heating and cooling calculation methodologies. New or replacement heating and cooling equipment shall have an
N1103.3.4(R403.3.4)Duct leakage(Prescriptive). efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment Is installed.
VENTED ATTIC SPACE [NY3 TABLE R402.1.4 �R
VENTEC� CRAWL SPACE The iota)leakage of the ducts,where measured in accordance With(Section R403.3 3 shall be as follows -�•,C
EQUIVALENT u-FACTORSa R V
1 Rough-in test: The total leakage shall be less than or equal to 4 cubic feet per minute (113.3 Umin) per 100 square feet (9 29 m2) Of FRAME i* `1 mil\ F
CLIMATE FENESTRATION SKYLIGHT CEILING MASS WALL FLOOR BASEMENT CRAWL �'A
conditioned F oar area where the air handier is installed at the ttlme Of tilt test, `'Vhere the air handler is not installed at the time Of the test,the ZONE U-FACTOR U-FACTOR U-FACTOR WALL U-FACTOR° U-FACTOR WALL SPACE WALL ANTHONY G
total leakage shall be less than or equal to 3 cubic feet per minute(85 Umin)per 100 square feet(929 m2)of conditioned floor area. U•FACTOR U-FACTOR U-FACTOR
■ 2. Postconstruction test Total leakage shall be less than ore ual to 4 cubic feet per minute 113-3 Umin 2 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.0e5 ARCHITECTS &PLANNERS
g qt p ( } per 100 square feet (9.29 m } of
DuctSealing Locations conditioned floor area 1
5 030 055 0 025 0 060 0 082 0 033 0 050 0 055
G 0.30 055 0 026 0 045 0 060 0 033 0 050 0 055 1 d
cr 1i i
a honfane_.ra�on!.,=acro-s shall to obta�netl fro•'i measuren•ent cal cu s...n or an apnrcvetl source
N1103.3.5(R403.3.5)Building cavities(Mandatory). b bias waiU Shen be in accGre=rice rath Seaior R4022 5 1^.^•ere Hare than hay the msLiator.i=_on me m!enar me mass visit U-factor<.=hall net e•ceed 0 097 in Climate Zone 4 except M=arme.0 055 in
�'SI GO�iar�
and
.�+�,r}tea ,r-� Seal registers Building framing cavities shall not be used as ducts or plenums_ Currie zone 5 aid Al anre 4 and 0057 in 0Mete Zore6
a r d stac f'�a I ea d s c In wane-hurm!!ocat,ons as?eil,ej by F:,ure R30'1 anC Table R301,the be-enent w=ll no!exceed 0 360 (516)409- 1900 1
f SECTION N1102(R402) 1563 BELLMORE AVE. I
[NY)N1103.3.6(R403.3.6)Ducts buried within ceiling insulation.
BUILDING THERMAL ENVELOPE N.BELLMORE,NY 11710
1^there supply :. tel ^, ,^
pp.y and re-urn air ducts are partially or comMie._.y buried tin ceiling insulation such ducts shall comply with all of the follo,✓ing
r Ii' HVAC EQUIPMENT BY OTHERS 1. The supply and return duct shall have an insulation R-value ncot less than R-8. [NY]N11oz.1(Rao2.1)General(Prescriptive). SEAL: _
!1 2.At all points aloe each dui e- r t The building thermal envelope shall comply with the requirements of Sections N1102.1.1 through N1102.1.5. 'ED A
p g t the sum of the ceiling msulatio)n R-va u..5 against and above the top of the duct, and against and below the R ARC
Seal bo+tor 1 of the dui-t shalt be not less than R-19, exciud rig the R-Fvalue of the duct tnsuiatian Exceptions: ��5 P�.�NON) M� T
(PCNY5 2020)R303-LIGHT,VENTILATION M1305.1.2 APPLIANCES IN ATTICS. ��
It}���,�,►'t,�. AND HEATING ATTICS CONTAINING APPLIANCES SHALL BE
�� �sY
1 The following low-energy buildings. or portions thereof. separated from the remainder of the building by building thermal envelope CA
// assemblies complying with this section shall be exempt from the building thermal envelope provisions of Sections N1102.1.1 through ` -)3
R303.10 REQUIRED HEATING. PROVIDED WITH AN OPENING AND A CLEAR AND N1103 3.6.1(11403.3.6.1)Effective R•value of deeply buried ducts. N1102.1.5.
WHERE THE WINTER PE51GN TEMPERATURE UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH
0 o Where using a simulated energy performance analysis sections of ducts that are installed in accordance with Section N 1103.3.6. located 1.1 rnose with a oak IN TABLE R301.2(1)15 BELOW 60 F(16 G), TO ALLOW REMOVAL OF THE LARGEST p design rate of energy usage less than 3.4 Btuth"ft'(10.7 Wlm2)or 1.0 watVft2 of floor area for space-conditioning .�
directly on, or wtthin 5.5 inches (140 mm) of the ceilin surrotunded with blown-in attic insu'ation having an R-value of R-30 or greater and �_ 11
EVERY DWELLING UNIT INTENDED TO BE APPLIANCE,BUT NOT LESS THAN 30 INCHES 9 •- 9 9 purposes. C11 ✓�
'. OCCUPIED BETWEEN 5EPTEM13ER 15 AND (762 mm)HIGH AND 22 INCHE5(559 mm)WIDE located such that the top of the duct is not less than 3.5 inchEes (89 mm) below the top of the insulation shall be considered as having an 12 Those that do not contain conditioned space. LIC#031 �, 31737
�d� MAY 15 5HALL BE PROVIDED WITH HEATING AND NOT MORE THAN 20 FEET(6096 min)LONGeffective duct insulation R-value of R-25. 2 Log homes designed in accordance w7th ICC 400. MARK ANTH hAl A.
FACILITIE5 CAPABLE OF MAINTAINING A MEA5URED ALONG THE CENTERLINE OF THE 1563 B NTMOR MORE NY,11710
joints ,any j � ROOM TEMPERATURE OF NOT LE55 THAN PA55AGEWAY FROM THE OPENING TO THE N1103.3.7(R403.3.7)Ducts located In conditioned space.
0 0 N1102.1.1(R402.1.1)Vapor retarder.
�{ 6S F(20 G)AT A POINT 3 FEET(914 mm) APPLIANCE.THE PA55AGEWAY SHALL HAVE „ er p r hall cornp'y with either of the following cr�nrTECif�n Seal ABOVE THE FLOOR AT 2 FEET(610 min) CONTINUOU5 SOLID FLOORING IN ACCORDANCE For ducts to be co,s!d ed as inside a condltfoned space such dutcts si Win wall assemblies in the building thermal envelope shall comply with the vapor retarder requirements of Section R702.7. DRAWING:
FROM EXTERfOR WALL5 IN HABITABLE WITH CHAPTER 5 NOT LE55 THAN 24 INGHE5 1_The duct system is located completely within the confinuouss air barrier and within the building thermal envelope_
oils ROOM5 AT THE DESIGN TEMPERATURE.THE (610 mm)WIDE.A LEVEL 5ERVIGE 5PAGE NOT 2 The ducts are buried within ceiling insulation fr.accordance with Section N1103 3 6 and all of the following conditions exist [NY]N1102.1.2(R402.1.2)Insulation and fenestration criteria.
INSTALLATION OF ONE OR MORE PORTABLE LE55 THAN 30 INGHE5(762 min) DEEP AND 30 The building therms!envelope shall meet the requirements of Table N1102.1.2 based on the climate zone specified in Section N1101.7. In
Seal plenum r � SPACE HEATER5 5HALL NOT BE USED TO INGHE5(762 mm)WIDE 5HALL BE PRESENT 2.1.The air handier is located completely within the confinuirous air barrierand within the building thermal envelope_ g p q P C
ACHIEVE COMPLIANCE WITH THIS SECTION. ALONG ALL SIDES OF THE APPLIANCE WHERE Climate Zone 6,the building thermal envelope shall meet either the requirements of the Climate Zone 6"option 1"row in Table N1102.1.2 or the ECCNYS
2.2.The duct leakage. as measured either by a rough-in (test of the ducts or a post-construction total system leakage test to outside the requirements of the Climate Zone 6`option 2"row in Table N1102.1.2.
` EXCEPTION5:OWNER-OCCUPIED ACCE55 15 REQUIRED.THE CLEAR ACCE55 build,:� thermal en:elop. .n accordance with Sec
ONE-FAMILY DWELLINGS SUBJECT TO THE OPENING DIMEN510NS SHALL BE NOT LE55 g `e !u ' lion h1'103 .4, is less than of equal to 1-5 cubic feet per minute (42-5 Umin) per 100 NOTES
APPROVAL OF THE BUILDING OFFICIAL. THAN 20 INCHE5 BY 30 INCHES 508 min BY square feet(9 29 m2)of conditioned floor area served by tthe duct system
( [NY]TABLE N1102.1.2(R402.1.2)
762 mm),AND LARGE ENOUGH TO ALLOW 2.3 The ceiling insulation R-value installed against and aboove the insulated duct is greater than or equal to the proposed ceiling insulation
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
REMOVAL OF THE LARGEST APPLIANCE. R-value, less the R-value of the insulation on the duct
�����(� GLAZED WOOD MASS BASEMENT" SLABd CRAWL
CLIMATE FENESTRATION SKYLIGHTb CEILING FLOOR SPACE"
N1103.4(R403.4)Mechanical system piping insulation(Mandatory). CLIMATE
U-FACTORb U-FACTOR FENESTRATION FRAME WALL WALL WALL R-VALUE
SHGCb'e R-VALUE R-VALUE R-VALUE R-VALUE' R•VALUE &DEPTH WALL
hechanical system piping capable of carrying fluids greater than 105'17(41`C)or less than 55-F(13-C)shall be insulated to an R-value of not less than R-VALUE PROJECT:
R-3 1 NR 075 025 30 13 314 13 0 0 0
DUCT SEALING 2 040 065 025 38 13 4'6 13 1 0 0 0millillill, ���I I ��
3molillililL 0's2 055 1 _ 18 2nnr13+5h 8'13 19 5!131 0 5i13 U
N1103.4.1 (R403.4.1)Protection of piping insulation. ■ -- ■ ■ ■ ■ ■ ■�■ ■
4 except 0 32 0 55 0 40 49 20 or 13+5h 8113 19 10`t3 10,2 ft 10`13 ■ RESIDENCE
Piping insulation exposed to weather shall be protected from darmage. including that caused by sunlight, moisture, equipment maintenance and Marine
wind.The protection shall provide shielding from solar radiation theat can cause degradation of the material.Adhesive tape shall be prohibited i'5 ■ ■ '�' ■ ='Miiiiiiiiiii■ ■ ■ E ■ ■ ■ ■ ■ ■
[.tonne 4
030 055 NR 49 20 or 13+5m 1307 309 15,19 10,2 ft 15'19
G 0 30 0 55 NR 49 20+5hor 13+10n 15120 30g 15i19 10.4 ft 15119 1300 LEETON DRIVE
N C106.2.B."i HVAC $ SfE[t1 CErtl#ICE#fan. N1103.5(R403.5)Service hot water systems. 50LITHOLD NY1�971
7 and 8 030 055 NR 4920+5hor 13+10n 19121 389 15%19 10,4 ft 15119
Energy conservation measures for service hot water systems shall be im accordance with Sections N1103 5.1 through N1103-5.4 '
A registered design protessional shall provide to the building official a written certification that {1) all required HVAC system inspections, HVAC
For ,foal=3g48mm
NR=hot Reotxred
system calibrations. and overall HVAC equipment functionality tests have been performed and (2) in the professional opinion of the registered N1103.5.1 (R403.5.1)Heated water circulation andtemperaturemairtemancesystems(Mandatory), a R-values are rin.nwm= v-lacloni and sHcc are rr: Vlhsreirsuialionisinsailed!naca•oh'lpatislessthan14lahelordesignth&nesscrthein-ui ontreir=areiq-ya'ueofti•emsutaionshait D.O.B. I.D#
be not secs than the R-value soec`eI in the!ibis
design professional, the HVAC system is operating as designed The re 1slPred design professional shall retain CUB leS of the inspection, Heated water circulation systems shall be in accordance with Section N1103.5-1-1. Heat trace temperature maintenance systems shall be in b Thefenestrafonu-faasrco'umnexcWesst•.:ignts The SHGCcolu^na^ot!e=_:cal"gig=ee'ene=tr.=,:on
c '10113-rleara R-10 con..^.nuGus mmlation on Ira!ntenor or P,V,lor firthn ho•li or R-13 Cave Irsuraaon on the interior o'Me Ca>el'ient;trail'1514'means R-15 con'Cubus mau'a'!Gn on th?in?nor Gr e.tenor
accordance With Section N1103 5.1.2. Automatic controls, temperrature sensors and pumps shall be accessible Manual controls shall be readily of the home orF-lscav insulatonontheintenorofthebacementviar Aite'rativei
calibration, and test reports. and shiall provide such re orts to the building official, if requested, In the case of a building that is subject to the 51. ,haAt_Rt3cavd}11xWahonG ...m._nroithebaserers.allpu-R rsulandn
p p 1 accessible
on the�r!eror or e•:enG�cr!ne hone
d R-5 insulation shay be provided under the`us slab are;V a heated slab in addition to the requ red slap edge insulabon R-vaiue for siaba as in"icated in the table The slab edge insulation for heated slabs
New York City Construction Codes: all required HVAC system inspections HVAC system calibrations, and overall HVAC equipment shall not berequredt,e.!endteJi:res',b DRAWING No.
e Resetied
functionality tests shall be special or progress inspections and shall be performed by approved agencies. , Reseved
g F teTahver, incu! iori s. oen!to fill Lne frarrang cave-provid ng no!less than an R-vaiue of F:,F
h The f•st va ne is cavity irsulahon me seco^d value-s con!, uous insulation Therefore as an example-'13�E"means R-13 cavrh,m=ula•.on M�=_R-5 ccr:nuous rnsulaton
L brass r:a'is si'af be;n a^_Grdarce rvdh Sec5on N1102 2 5 The second?-value apoes where more than half of the msuia!:Gn is on the in•enor of the mass vralt
0 (3
i
ALL DIMENSIONS ARE
TO BE FIELD VERIFIED
N
O
O
0z
N
N
U
Q
u
w
3
0
0
N
DZ
UZ
All Drawings, Specifications and the design N
expressed therein are the sole property of 3
Mark Anthony Architects.They are to be o
used only with respect to this Project and
are not to be copied or reproduced without
r ------------ ------------- -------------- -------------- ------------ ------- ------------- -------------- written permission of Mark Anthony
N
r r ( r cn Architecture P.C. It is a violation of the law
~
In u�
I I for any person, unless acting under the
IN F- I I 1 H NI NI 1 1
I In N
direction of a licensed architect,to alter an
IN I EXISTING�� N I I N1 N I 1 ,�— EXISTING�� NI 1 I item in any way, If an item bearing the seal
I� X I WOOD DECK I I x ¢ �I I ( WOOD DECK x ¢
ABOVE z o z z z I of an architect is altered,the altering
1 x I I I x �I I I ABOVE �1 w o I ( architect shall affix to his item the Beal and
Iw N I w by io
I I N wi w I I wI N I I s'gnatuure and the notation "alteredbdatelof oloweuch alteration,
and a specific description of the alteration.
1 1 1 P05T I F05T II
I, I I I N I A ISSUED FOR
I X I I BOVE I X ABOVE I I O u I I EXISTING
N I SHOWER ROOM PRELIMINARY DRAWING
HEIGHT=7-11"
I^ ( W ¢ I zI I Z I FOR OWNERS REVIEW
z z O z O F
I V=1 � Cf - 1— I �1
ct) ci �i x X w I FOR BIDDING FURF05E5
xl x ¢ Ix `y I wI I I EXISTING
WOOD DECK
L" o C6j P057 w 1 �i �� FOR BUILDING DEFT.
' x ABOVE A T ON GRADE FOR CON5TKUCTION
EXISTING
>'I I I x1 I AS BUILT DRAWINGS
� a
N
v lI I `r EXISTING UNFINISHED AREA � N x o(n y HEIGHT= 9'-ro" z . HALLWAY EXISTING MET AL /20266 HEIGHT=8-5° LED:1/6
- (UNFINISHEDSAND FLOOR) 5PIRAL STAIR
X ¢w o wvz z
EXISTING(4)2 x 10 W I N0. DATE DESCRIPTION
1� I �I N - - - ---t- - - - - -
IW I wi N I 0I WI I ---
1
(b UP
i I I 11 I 1 1zR
N
P05T INIx I I N I N I
d I ABOVE (� I EXISTING x I x l
v ABOVE I OIL TANK v I N
1 Z I I I z cn
F- C�0 u z Z
_ I I W I I W o EXI5TING X PROJECT N0. 2025133
I a U 1 F I EXISTING I w ¢ I I cn v�_ I WORK SHOP w l
FII II I HEIGHT=85"
DATE 05.01.2026
HEIGHT
W ¢ � I I I ' I N N , EXISTING SCALE AS NOTED
p �iWOOD DECK��
IN x I I I I i N NI I ON GRADE DRAWN BY M.Z.
ix
N I 1 I I I 1 1 x 1 I DOUBLE JOIST FRAMING 1
L _ AT OPENING
I
EXISTING N
I z 1 I I I III z 1 CL05ET I Z I s 1 i
EXI5TIN HVAC HANDLER I I HEIGHT=8'-5" PROP05EDw I SUSPENED FROM FLOOR I m w DUMB-WAITEP� 3'-6" MARK ,•`f��
1 I SYSTEMIABOVE 1 III w 1 I I BAG LIFT II 1
�— EXI5TING(2)4x12 — I ! 3-6 ANTHONY
36"x80'�` `•� p
ARCHITECTS &PLANNERS
—r T—1—� r—r—r CONCEALED DOOR •
I I I I I I EXISTING I I I I I
I I I I I I WOOD FRAME I I I I I I b
I I I I I I PORCH ABOVE I I I I I /,.,
up
14� I I I I I I I I I I I 14R
I I I I I I I I I I I I n
I I I I I I I I I I I I �•
I I I I I I I RI I I I I
1563 BELLMORE AVE.
N.BELLMORE,NY 11710
SEAL:
ED q c
�G�PNTHONy� ���
c
LIC#D o3J�37
MARK AN �1t ERI, R.A.
GROUND FLOOR 1563 BELLMORE AVE. BELLMORE NY,11710
0 5' 10, 15' 5CALE: 1/4" = 1'-0"
DRAWING:
GROUND
FLOOR PLAN
PROJECT:
SERI RE
RESIDENCE
1300 LEETON DRIVE
SOUTHOLD, NY 11971
D.O.B. I.D#
DRAWING No.
AR
i
ALL DIMENSIONS ARE
TO 13E FIELD VERIFIED
3
32'-02" 5' 37'-64" b
L6
0
w
w
N�
N
W
'U
74'-64" z
6' EXISTING Dz
WOOD DECK 6' 3
17'-104" 35'-104" (TEMPERED) (TEMPERED) (TEMPERED) 19'-44" EXISTING COLUMN.NEW 14" LO
SQUARE COLUMN CASING N
TW3062 FWH60611 TW3062 16'QUAD GLIDING DOOR TW2856, DHF5656 TW2856 W
r------------ ------ --------- -------- ---------------- ------- - -----------------------
--------- ------ �______ --------- -=_ ---- ________ -------- -------- _ __ ______________________ _
(2)1}"x I1�"LVL w/(2)1"STEEL PLATE I I i EXIST.HEADER gs, specifications and the design
--EXIST. FADER exprDes eld therein are the Sole property of
-1" 16' 112-8 XISTIN WALL TO I
1 BE REM VEP AND 16'-7t„ I Mark Anthony Architects.They are to be o
35'-10-" X
6'FRENCH GLASS DOORS PROP05ED 4 IIIAKEA 2 I used only with respect to this Project and
SUSPENDED WOOD
EXISTING WOOD I I I are not to be copied or reproduced without
o 'I I I written ermission of Mk Anthon
BURNING STOVE
BURNING FIRE PLACE
Mark n l
c� TO BE REMOVED i I I I cG EXISTING 1 p y
I j I j Q SECOND FLOOR Architecture P.G. It is a violation of the law
1 d ' O.H.ABOVE I for any person, unless acting under the
+I I 10'-7-" N -' I
EXST. _,USH LVL AND STEEL FLITCH _ -Z��I EXISTING 2 WOOD DECK direction of a l icen5ed architect,to alter an
LATE HEADER ABOVE 'I I DINING ROOM i HEIGHT=9'-0" I
HEIGHT=9'-0" ; 1 item in any way, If an item bearing the Seal
w I of an architect is altered,the altering
15'-I1" EXISTING l` J ' 15'-11" i IT-54" architect Shall affix to his item the Seal and
IT-5" 7'-6" EXISTING LIVING ROOM I; notation "altered by"followed by his
BEDROOM HEIGHT=9'-0" i I EXISTING METAL Signature and the date of ouch alteration,
HEIGHT=9'-0" 19'-821"
I I FWG60611 5FIRAI.STAIR and a Specific description of the alteration.
DIRECT VENT --
GAS FIRE PLACE f====== J
+ I EXIST.HEADER
COMBINATION I I 151-3" I ISSUED FOR
z SMOKE AND i EXISTING o I o ® CARBON__ 26'-ll4 PRELIMINARY DRAWING
"' 4' UNDER COUNTER I ( ENTRY I I DN 12R FOR OWNERS REVIEW
28'-01" ' -" = MONOXKSE I MICROWAVE I I I I
x , HEIGHT=9'-O"
DETECTOR i
N ? , 6'-114 I
® 3 3 It i FOR BIDDING PURPOSES
3'SMOKE DETECTOR = 64" 13'-54' 4'- -0
48,. I I I I UP I FOR BUILDING DEPT.
6'-6" 5'-113" 4'-8" - - - - - - - - -_ ` r----.1/ REF. I I I 1 15R 1
4 EXST.FLUSH LVL HEADER ABOVE TO --- '
BE REPLACED WITH NEW 2' i I % '- o �� I 1 I I I FOR CONSTRUCTION
EXISTING 7 �, ,� ---- ——— A5 BUILT DRAWINGS
`I� nj .�. li ii+q)�(�® FOYER — EXISTING 1, 5,_61„
II ,� UP 6R HEIGHT=9'-D" KITCHEN 4-02 I 2
HEIGHT TO EXISTING REVISIONS PLOTTED: 1/6/2026
J EXISTI C-- T = -- -- �\ TO BE --L 3'-1" DROP=T-10" EXISTING ELECTRIC
N 3 RENOVATED MECHANICAL ROOM
i BATHRO00 4'-8" T-6-" 1 13' PANES NO. DATE DESCRIPTION
TO B i = EXISTING 4 ---- - HEIGHT=9'0
PROPOSED _ EXIS_TIN_G__
�,; RENOVA�D � �� �' CLOSET 11�04" i 11'-O4 + A{I�1[�RY ROOM
- i I 3-6 z
1 -- WALK IN w 8 TID BE
9'-2-" --,-- - rfl i HEIGHT=9'0" sr,,
4 -t;- - CLOSET (2)2 x 10 _ RVATED DRYER TO BE 9 WINDOW NOTE:
-------T--- - - -- -- 4' \ 3 07H2W�
TO OUTSIDE AIR
x T=9'-0" VENTED
\ � SHOWER TW2042 IT-04 I IPTING
UP 9R EXISTING __ ALL EXISTING WINDOWS AND
ROOF OVER WOOD \ It ----- / X v C}VATE ��I li '
' ' P1��T� � DOORS TO BE REPLACED IN KIND
FRAME PORCH 4'41' \ I I / I �nI I I 6" DU05 WAITEr
+ 1 u I�
_ �✓� LIFT I (SAME SIZE)EXCEPT WHERE NOTED
2 I I o f I 2'- I I `�LIFT� D.W. I I JI I 2 ��U�i it I r J
� � HEIGHT-9'-1" + + `��
(2)2k�0 O 2 x 10 - (2 2"N�0 _--1- --- ----- �2)2 x 10 _X_ _ A / I I� __ - 3'6"---
-----
0
--_- --- - - -------------
_______ - - _______ HEIGHT_T-10' -
--- -- — ----- ---------------- --- ------I III ,
AN281 TW21042 AN281 EIGHT=8'-4" TW C)3 CU TO 5' 3'-9" TW2036 TW2436 TW2436 4" WINDOW
(CENTERED WITH - -- -- WINDOW SPECIFICATION:,
WINDOW ABOVE) -ll " li'-9" 1 '-04' 6'-2" 6'-92" 5' ANDERSEN 400 SERIES MANUFACTURER4 PROJECT NO. 2025133
6'-6" Y-113" 4'-8" DN DN TO MEET OR
4 14R 5 14R -TILT WASH 5ERIE5 DOUBLE HUNG EXCEED DATE 05.01,2026
(U-VALUE = 0.3)(5HGC=0.31) SPECIFIED SCALE AS NOTED
U-VALUE AND
I1 ST FLOOR SHGC VALUE DRAWN BY M.Z.
INSULATION TO BE INSTALLED A5 PER
0 5' 10' 15' 5GALE: 1/4" = 1'-0++ MANUFACTURES SPECIFICATIONS ARch,
MARK
PROVIDE WINDOW BORNE DEBRIS ANTHONY G
PROTECTION AS PER R301.2.1.2 OR ARCHITECTS &PLANNERSt�
STORMWATCH WINDOWS REQUIRED
74'-64"
1 b
IT-10gg3" - 19'-3" 16'-04" — 18'-94"
AN281 AFFWC�02 AN281
TW28410 DHP56410 TW28410 TW34410 TW28410 TW28410 TW28410 TW28410 TW34410
- ---- ---------------- --- -iA _______ ---------- I -- -- -------
------- -------
EXIS I.HEADER EXIST.HEADER EXIST.I I DER NEW 14"SQUARE FAUX EXI T.HEADER IST.HEADER EXIST.HE ER EXIST.HEADER
1563 BELLMORE AVE.
COLUMN. I 1 zl I N.BELLMORE,NY 11710
�5LOPE- FLAT-4- �1 I I Ell I
�--- z 6'-03" EXISTING zl
4 ROOF OVER WOOD I I >_ f LOPE _FLAT SEAL,
i k I LI DOUBLE INSULATED FRAME DECK I I JI - ARE[)!�/�
cQ N I z1 FLUE PIPE I I �l I � �N�NONYMC1Y1
FLAT SLOPE
Q I 19'-3" ——— �-
I I TW28410 TW28410 I 1 w
I o I EXIST.HEADER 12-2-" m
w1 � z JI �I EXISTING � 3 -
I zl t� EXIST.HEADER I I I zl BONUS ROOM 4
I w ,I �\ \ I Ei HEIGHT=10'-10" HEIGHT=10'-10 r 3
zl EXISTING JI = I EXISTING FLUE I��` I z) w , cat
F- 1 1 14'-24" HEIGHT=8'-0"
BEDROOM LIC#O 7737
rl I w I FROM STOVE ON I I ¢i N1 d
�I HEIGHT 10'-10" I = ( FIRST FLOOR,TO BE I I �I I of 18'-8�" �� -03 1
17-7 T_6"
�I ( 19 5 REMOVED EXISTItlNG I o1 I z1 4 563 BEMARKANLMORE RI,
BELL MORE NY, 11710
01 FLAT I SLOPE I I BEDROOM I wl I �l i i Q
Z_I _----�----� 1 I HEIGHT=6-0" I ?I FLAT I SLOPE I w I
22'-iol" zI I ------�----�— I
SMOKE DE CTOR 3„ I EXISTING 1 4 �I I I I DRAWING:
1 84 LOFT E SLOPE _FLAT i
I 1 I 1 I SMOKil DETECTOR
EIGHT=11'-5" z I
28�_03�� o f i � I I COMBINATION I 1 }I 1 I I -
4 l N 1 I SMOKE AND I I ¢1 I EXISTING
I I I ® CARBON
MONOXIDE 1 1 NI 3 WALK-IN CLOSET FLOOR PLANS
,L 14'-94"
I I DETECTOR COMBINATION I OKEDETEs'CTOR I I HEIGHT=8'-0" 5'
19'-111" SMOKEAND I zl I ® ��
I 4 CARBON I ® J I 1
1 I I MONOXIDE I I I COMBINA 70 S O E N
DN 9R I DETECTOR I® CARBON M O 7 _T C R EXIST.HEADER
----- -
I I to =1N o I • • I A21
I� WIC, I I 7'-04"
I O III z l III I • 3
5' 11'-04" o PROJECT:
p I EXISTING I o 19'-5 \� 6-2 EXISTING I m
E I MASTER BATHROOM 1 of
EXIS ING BATHROOM FLAT SLOPE > _ / / \ \ = EXISTING LOPE _FLATi a
t II WA K IN t --- --- II I / / \ I WALK IN HEIGHT=10'-10"
I 9
8'-102" = CLTET 8'-102" HEIGHT=10'-10' I s- EXI T.HEADER: CL05ET
LIZ
= I A21 / \ \ A21 `_
RESIDENCE
o o 0
4 z 1300 LEETON DRIVE
EXIST.HEADER
------- --- - SHOWER I ��F A61 `v I ___ _ SHOWER 50UTHOLD, NY 11971
----- ------- LINE OF FIRST FLOOR BELOW J J P LINE OF FIRST FLOOR 5ELOW ---- - ______ __ LINE OF FIRST FLOOR_BELOW___-J
------- I-------- -- ------- A61(ABOVE)
-- -- -- - --------
TW21042 TW21042
TW21042 TW21042
AXW61 AXW61 D.O.B. I.D#
9'_14" 3'-6" 25'-72" 4'-14„ 9'-10" 3,-6"
63'-6"
S C® FL®® DRAWING No.
0 5' 10, 15, 5CALE: 1/4" = 1'-0"
I
ALL DIMENSIONS ARE
TO PE FIELD VERIFIED
3
4
I I Ll 11111111 11 IT 11 111111Il I ) I o
I it I o
a a IIIL III III I I 0orW
11 Will P IN
12 II o a I I
ll '-
EX5T.10 12 0 I I I` EX5T.10 O
�
i
_I z
I II II JJ I �J I �u 11 , _ II_ I_ !I-- II_ L� II_l>� '' � " 1l I Lll,I � 1 I
,,
1�i I I A l, 0
A6 A l I l i t r1�7
A W6 AXW6 N
T' - � All Drawings,Specifications and the design N
expressed therein are the sole property of 3
j Mark Anthony Architects.They are to beAT o
! A6 A l � A l I I A l used only with respect to this Project and
are not to be copied or reproduced without
NEW AZEK 4" _ T 21 42 T 21042 - 1 I T 21 42 T 21 42 written permission of Mark thony
WINDOW TRIM An- Architecture P.C. It is a violation of the law
JJJ I for any person, unless acting under the
NEW 6" i _ direction of a licensed architect,to alter an
CORNER TRIM I I I item in any way, If an item bearing the seal
T _ of an architect is altered,the altering
— _ — —, L —_ I. 1 lui 1� ! t _tt 11 `!! ... !_. --I 1__. " —— — I r architect shall affix to his item the seal and
III 1 IT 1 ,,� notation "altered by"followed by his
I I I i ! I
FRIEZE ———————————————————————————— IL I I I II ---------------------------- II I ( II II li it II ) �I signature and the date of such alteration,
.L 1, 1 1 � ,
BOARD and a specific description of the alteration.
1 J
NEW SIDING
ISSUED FOR
THROUGHOUT J1 C ST M _
I 1 PRELIMINARY DRAWING,
W 0
- _--__--_-- _--__--_-- FOR OWNERS REVIEW
0
T FOR BIDDING PURPOSES
� i � FOR BUILDING DEFT.
I FOR CONSTRUCTION
]j _ _ ! __ _ A5 BUILT DRAWINGS
REVISIONS PLOTTED:1/6/2026
' j %� N0. DATE DESCRIPTION
I� � I
i
III II —
I
FRONT ELEVATIOIM
PROJECT N0. 2025133
0 5' 10' 15' SCALE: 1/4" = 1'-0"
DATE 05.01.2026
SCALE AS NOTED
DRAWN BY M.Z.
AR
MARK cy/T"
i ' I JL 11- J1 L1 1l_1LU 1 LI11 ll ''11 � u J1 o�`
ANTHONY
I ,
ARCHITECTS &PLANNERS
i I L� I 1 I OOF •O 0
C7
i I li p I �
1 i �L
it i I
3
I)
(516)409- 1900
1563 BELLMORE AVE.
1 I i I N.BELLMORE,NY 11710
I II I II 1I I I I' II ! II II III III III II I II III I ! I. II I I II II II I II II II II II li III I J --
- - I �� SEAL:
lit r
1� W 8 10 W $ 10 ll � A l A l �� c:�,F; -1 i J i�37�37
YJ W
LIC#03173
I I . MARK ANTHONY MUNI5TERI, R.A.
1563 BELLMORE AVE. BELLMORE NY,11710
— — — — DRAWING:
FJ
l -
ELEVATIONS
w810 w $ io I
2 41 W 8 10
_— PROJECT:
T:
J
5ERURE
KE5IDENCE
Ml
1300 LEETON DRIVE
° SOUTHOLD, NY 11971
D.O.B. I.D#
EST SIDE ELEVATION EAST SIDE ELEVATIOIM
DRAWING No.
0 5' 10, 15, SCALE: 1/4" = 1'-0" (3 0 5' 10, 15, SCALE: 1/4" = 1'-0"
,,
f„s
I
I
ALL DIMENSIONS ARE
TO 13E FIELD VERIFIED
3
N
O
O
N
N
I I
I I
I I
I I w
I I 3
0
u
j 1 I l iIIITIli
! 1 0Z
I t I! . 12 All Drawings,Specifications and the design
I O 1i- EX5T.10 I I II it 0 EX5T.10 expressed therein are the Sole property of
, I I I I I Mark Anthony Architects.They are to be o
- - - - f I ! 1 J - - used only with respect to this Project and
'Air ,a are not to be copied or reproduced without
II ! ��- 1 r written permission of Mark Anthony
I Architecture P.C. It is a violation of the law
r'� I CL I I J FF 60 T for any person, unless acting under the
II II i - li_ II ( JI I.11 L -II u I I. II !I I! f l II i I It I II II I III III II I li li II I II I III II III II III I! II II ' _. direction of a licensed architect,to alter an
item in any way, If an item bearing the seal
of an architect is altered,the altering
architect Shall affix to his item the seal and
J � ']� I � � � � ]- � � notation "altered by"followed by his
T 1 signature and the date of such alteration,
T 3 41 W 8 4 10 W 8 10 I W 8 10 W 8 10 T 3 41 ! W 8 10 F-WI 06 1 F99
-i W 8 10 HP 5641.0 W 8 10 and a specific description of the alteration.
r
I LLJISSUED FOR
�1 � I i�1 ���� � I��� � � PizELIMINAizYDIZAWING
1_ r �
�J rTJ ,Ij FOR OWNEizS REVIEW
. .. -. -- - ,- - -, - • - - - FOR BIDDING PURPOSES
- -
t � - _ - I ,IJ FOR BUILDING DEPT.
I � ) I FOR CONSTRUCTION
1 N i A5 BUILT PKAWING5
r.
W 61 REVISIONS PLOTTED:116/2026
16'QUAI A I IG DOOR
T 28 6 65 T z8 6
4- -► 3 W 61 3 NO. DATE DE5CKIPTION
E PEE (T HP MP R D) E PE E
--------- ----I---------------- -- ------------
L=
r' T-1_I
I /
i
Ii
!
I
PROJECT NO. 2025133
DATE 05.01.2026
SCALE A5 NOTED
` DRAWN BY M.Z.
III � � ) I � II ( I I � I � I — I 11 ill �I it ICI I
ARC
MARK ''
REAR ELEVATIO ANTHONY11
ARCHITECTS & PLANNERS fi
0 5' 10, 15' 5CALE: 1/4" = 1'-0" b
,,..
BRANCH BRANCH (516)409-1900
SOIL OR WASTE VENT .4i
ROOF VENT
FIXTURE HOT COLD CONNECTION CONNECTION 1563 BELLMORE AVE. I
WATER WATER N.BELLMORE,NY 11710
WATER 3/4" 3"X 4"
R301.2.1.2 Pratectlon o openings. CLOSET SEAL:
Exterior glazing in buildings located) in windborne debris regions shall be protected from windborne debris. SINK 3/4" 3/4" 2" 1 1/2" ��LREOARc
CHONY �j
Glazed opening protection for windborne debris shall meet the requirements of the Large Missile Test of ASTM E
VENT PIPE BATHTUB 3/4" 3/4" 1 1/2" 1 1/4"
1996 and ASTM E 1886 as modified in Section 301.2.1.2-1. Garage door glazed opening protection for
windborne debris shall meet the regluirements of an approved impact-resisting standard or ANSI/DASMA 115. SHOWER 3/4" 3/4" 2" 1 1/2"
u ..tip
.� -----�--�----------�--- ---�--- T WASHER 3/4" 3/4" 1 1/2" 11/4" N ```� Iti . '"_ .�
Exception: Wood structural panels with a thickness of not less than 7/ inch 11 mm and a span of not more XISTI G ( 15TING "�
p p 16 � ) p I B ooM I BA ( I I
than 8 feet (2438 mm) shall be perrmitted for opening protection. Panels shall be precut and attached to the I E 5H0WEK I T I I I TABLE P3201.7 LIC 9 0 7-1 I'4
I R ovA ED 1 R ovA D I I I SIZE OF TRAPS AND TRAP ARMS MARK tC�i�l�f STEKI, R.A.
framing surrounding the opening containing the product with the glazed opening. Panels shall be predrilled as I I I I I 1563 BELLM E AVE. BELLMORE NY,1171D
w
required for the anchorage method sand shall be secured with the attachment hardware provided. Attachments SINK I 51NK I 51NK I 51NK I I FOR PLUMBING FIXTURES
shall be designed to resist the component and cladding loads determined in accordance with either Table I .c. I w.C. I I PLUMBING FIXTURE TRAP SIZE MINIMUM
R301.2(2) or ASCE, 7, with the perrTnanent corrosion-resistant attachment hardware provided and anchors I Tue I (INCHES) DRAWING:
permanently installed on the building. Attachment in accordance with Table R301.2.1.2 is permitted for buildings I I BATHTUB (WITH OR WITHOUT
AM with a mean roof height of 45 feet (/113, 728 mm or less where the ultimate design winds speed, V is 180 mph SHOWER HEAD AND/OR 1 VATION
g l ) g p Ulf+ P �+'------�--- --t*----- -----'-'}'-------'� WHIRLPOOL ATTACHMENTS) 12
EXISTING I EXISTING EXISTING I EXISTING
(290 kph) or less. I BATHROOM I KITCHEN }BATH I LAUNDRY — — DETAILS
I TO BE SHUWEK 1 TO BE TO BE 1 I TO BE BIDET 14
RENOVATED I RENOVATED RENOVATED I VENT STACK—+—I RENOVATED
TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD I I D15H I ( r CLOTHES WASHER STANDPIPE 2
STRUCTURAL PANELSa, b, C' d 51NK I 51NK SINK I WASHER SINK I I
W.C. W.C. 4"501L I A5HE DRYER DISHWASHER (ON SEPARATE TRAP) 1 2
FASTENER SIPACING(inches)a.b I FLOOR DRAIN 2
FASTENER TYPE: Panel 4 fe?et< 6 feet<
span:5 panell span panel span KITCHEN SINK(ONE OR TWO TRAPS,
WITH OR WITHOUT DISHWASHER 1 PROJECT:
4 feet 5 6;feet 5 8 feet P3103.1.1 ROOF EXTENSION-OPEN VENT PIPES THAT EXTEND THROUGH A AND GARBAGE GRINDER) 1 2
No.8 wood screw based ROOF THAT DO NOT MEET THE CONDITIONS OF SECTION P3103.1.2 OR
anchor with 2-inch embedment 16 10 8 P3103.1.3 SHALL TERMINATE NOT LESS THAN 6 INCHES(150 mm)ABOVE SERURE
'enqth
LAUNDRY TUB
No 10 wood screw based ACCUMULATION,I WHICE 1
WHICHEVER 15 GREATER.
ANTICIPATED SNOW I ONE OR MORE COMPARTMENTS) 2
anchor with 2-inch embedment 16 112 9 I RE S f E N C E
length I LAVATORY 1 4
114-inch lag screw based anchor 16 16 16
with 2-inch embedment length O3103.2 FROST CL05UE-WHERE THE EGG PERCENT VALUE FOR SHOWER NOTE a 1300 LEETON DRIVE
OUTSIDE DESIGN TEMPERATURE 15 0 DEGREES F(-18 DECREES C)OR I 50UTHOLD, NY 11971
LESS,VENT EXTEN51ON5 THROUGH A ROOF OR A WALL SHALL NOT BE I 5.7 GPM AND LE55 1 1/2
For SI. 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound-4.448 N, LESS THEN 3 INCHES IN DIAMETER.ANY INCREASE IN THE SIZE OF THE MORE THAN 5.7 GPM UP TO 12.3 GPM 2
1 mile per hour=0.447 rn's.
VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 mm)INSIDE THE MORE THAN 12.3 GPM UP TO 25.8 GPM 3
- ' ' —�
a.This table is based on 180 mph ultimate desiign wind speeds, Vutt,and a 33-foot n7ean roof height. THERMAL ENVELOPE OF THE BUILDING. EXISTING HOUSE DRAIN TO 5TKEET MORE THAN 25.8 GPM UP TO 55.6 GPM 4 D.O.B. I.D#
5.EWER
b_Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall be located not less than 1 inch from the edge of the panel
TRAP WATER CLOSET NOTE b
c.Anchors shall penetrate through the exterior iwall covering with an embedment length of not less than 2 inches into the building frame_Fasteners shall
be located not less than 21/,, inches from the edge of concrete block or concrete PLUMBING RISER DIAGRAM
d Panels attached to masonry or masonry'stuc=shall be attached using vibration-resistant anchors having an ultimate withdrawal capacity of not less FOR 51:1 inch= DRAWING No.
(a)BASED ON TOTAL
L FLOW RATE THROUGH SHOWERHEADS AND BODYSPRAYS
than 1,500 pounds. N T.5. (b)CON5ULT FIXTURE STANDARD5 FOR TRAP DIMEN51ON OF 5PECIFIC 13OWL5
I
i
ALL DIMENSIONS ARE
pIZOJECT INCLUDING ST12A1'FING
\\ TO 13E FIELD VERIFIED
DESIGNED AS ROOF FRAMING DOUBLE TOP PLATE I2ER WFCM 2018 H2A�n5trong-Tie / 3
\
CRIPPLE 5TU 5 11 20 GA.GALV.STRAP
WRAPPED UNDER MUDSILL
JACK AND KING 5TUD5 TO BE HEADER MINE 12°ON STUD SURFACE FQ\PP� 0z
STRAPPED WITH 11/4'20GA.GALV ASPHALT DIMENSIONAL �� F�G 0z
12" STRAPPING.12"AFING STUD FULL WALL STUD FULL H I SHINGLES(STYLE AND COLOR
BEARING ON HEADER
MIN. I CHOSEN BY OWNER OVER 15#
FADER STUD 'NOTE: I II ) P� !� zz
UPLIFT CONNECTION IS l` SHEATHING. PROVIDE ICE AND v13UILDING FELT OVER�'CDX
��
• REQUIRED AT EACH ENDzz
OF HEADER AND AT I I z
/ WATER SHIELD TO 2'-0"IN FROM 3
BOTTOM OF HEADER �� / EAVES AND AT ALL VALLEYS ON >( > >-�r===I I r= STUDS IN ADDITION TO
11/4"20 GA. I I I I JAI I �
a GALV STRAPPING NO UPLIFT /I I CONNECTORS AT WALL ROOF PITCHES UP TO 7 ON 12. AT �CEILI�JOI5T(SEE FLOOR PLAN FOR \ o
12'MIN.ON STUD CONNECTOR I I STUDS,AND AT TOP AND \ I ROOF PITCHES MORE THAN 7 ON \
REQUIRED II BOTTOM OF CRIPPLES \\ ,� 2x 12,PROVIDE 3'-0"IN FROM EAVES \ EXACT SIZE AND SPECIFICATION) Dz
n n d
\\ / / 2Dz
Q o 16 i AND AT VALLEYS. All Drawings,Specifications and the design
CENTERS—( expre55ed therein are the Sole property of 3
f g%RAFTER TO DOUBLE 1 C TYPICAL FRAMING AND UPLIFT FLOOR TO FLOOR F Mark Anthony Architects.They are to be o
' RIDGE STRAP _ TOP PLATE `CONNECTIONS FOR OPENINGS "CONNECTIONS MUDSILL STRAP �JOIST TO JOIST GUTTER � used only with rcopectto this Project and X
51MP50N STRONG -TIE SIMP50N STRONG -TIE H2-A 51MP50N STRONG -TIE 5IMP50N STRONG -TIE are not to be copied or reproduced without
C520- INSTALL @ 16"o.c. LTB40 - INSTALL AS SHOWN written permi5Sion of Mark Anthony
L5TA30 (20 GAUGE) @ 16"o.c. INSTALL @ 16"o.c. Architecture P.C. It is a violation of the law
f for any person, unless acting under the
f direction of a licensed architect,to alter an
51MPSONSTRONGTIEHANGER- VENTED SOFFIT i item in any way, If an item bearing the Seal
IU53.56/11.88(011X"DEEP WOOD f of an architect i5 altered,the altering
1-15EAM W/3X"WIDE FLANGE / architect Shall affix t0 hio Item the Seal and
U5E 2',"(6d)NAIL5 0 ii ��
6"o.[c.w/ALL J015T LVL BEAM(SEE PLAN f notation altered by followed by hi6
USED)AS BLOCKING FOR SIZE) --� signature and the date of Such alteration,
0 0
o and a Specific description of the alteration.
. � o
—fi
r
0 o e 3/4"APA RATED r O y V.I.F.
ee a ec 5HFATHING O J
WALL CONSTRUCTION TO MATCH ISSUED FOR
3/4"APA RATED SHEATHING 4 PLY OR MORE r •
° • FOR EXTERIOR EXPO5UP.E.INSTALL MIN.4'-0" r • O let FLOOR 1
LENGTH OF J015T FROM INTERIOR FACE OF YY
• WALL w/FACE GRAIN PARALLEL TO J015T.
U PRELIMINARY DRAWING
PLYWOOD REINFORCEMENT TO BEAR FULLY ON
PLATE.NAILPLYWOODTOTOP&BOTTOM �- FOR OWNERS REVIEW
J015T FLANGF5 w/2-1/2"(8d)NAIL5®3"ON TO
` CENTER. V RIE E
SQUASHBLOCKFOR _ FOR BIDDING PURP05E5
*VARIES DUE TO SIZE AND _ REINFORCEMENT SIZE OF RAFTER
'� ' �� *VARIES DUE TO / �� '��� �
�G )NAILER TO LAYOVER WOO�[P 1-BEAM FACE MOUNT IF WOOD I BEAM FLOOR ( J FACE MOUNT 51ZE OF A.C.Q.JOIST WOODI-BEAM 1\K )JOIST TO GIRDER ( ��ADJUSTABLE ;M%PORCH RAFTER FOR BUILDING DEFT.
"RAFTER CONNECTION_ 'CANTILEVER DETAIL CHANGER JOI5T5 APE USED CHANGER (SEE PLAN FOR SIZE) "STRAP CHANGER To GIRDER STRAP FINISHEDFLOORING(5TYLEAND
51MPSON STRONG -TIE 51MPSON STRONG TIE SIMP50N STRONG-TIE 01) FACE MOUNT WOOD COLOR CH05EN BY OWNER) FOR CONSTRUCTION
SIMP50N 51TRONG TIE @ 16"o.c. 51MPSON 5TRONG TIE 51MPSON STRONG - TIE
A35 FRAMING ANCHOR LU526, LU528, LU526-2, LU528-Z 1-BEAM HANGER H2.5A&H2..5AZ L55U28 @ 16"o.c. H2.5A& H2.5AZ 016"o.c. A5 BUILT DRAWING5
LU328-C, LU5210, LU5210-2 *VARIES DUE TO 51ZE OF WOOD I BEAM
FLOOR JOISTS "PLYWOOD SO FL O R GLUES REVISIONS PLOTTED: 1/6/2026
CORNER STUD CONNECTED r.——————————— AND SCREWED TO FLOOR JOISTS.
TO TRANSFER SHEAR HOLDDOWN 3.4.4.2.3 HOLD-DOWNS BLOCK ALL UNSUPPORTED EDGES
A5 PER WFGM 2018 1 NO. DATE DESCRIPTION
2-16d COMMON I ( ) 1
NAILS @ 6"ox.
HOLD-DOWNS WITH A CAPACITY I BOTTOM PLATE
ENDWALL I IN ACCORDANCE WITH TABLE 1
CORNER STUD CONNECTED I 3.17F,DIVIDED BY THE I FLOOR JOIST SEE FLOOR PLAN FOR
q • ENDWALL HOLDDOWN TOTRAN5FERSHEAR I APPROPRIATE LENGTH I RIM JOIST
• CORNER STUD CONNECTED 2-16d COMMON NAILS 0 6"ox. Z I ADJUSTMENT FACTOR IN TABLE I EXACT 51ZE AND SPECIFICATION)
• • • TO TRANSFER SHEAR
• t"STANDOFF 1 � I 3.17D,ARE REQUIRED AT THE I
• • 3"MINIMUM ® 5AT15FIES CODE HOLDDOWN O I END OF EACH SHEAR WALL 1
• SIDE COVER ® REQUIREMENTS 26-o6d COMMON NAILS @ SEGMENT OR AT EACH END OF DOUBLE TOP PLATE
HOLDDOWN l A PERFORATED SHEAR WALL. 1
• °°°• G I WHERE FULL HEIGHT SHEAR I CROWN MOLDING
• . I .J I WALL SEGMENTS MEET AT A I
• I I. 01 CORNER,A SINGLE HOLD-DOWN 1 f
'; ``I' •-•. • I SHALL BE PERMITTED TO BE I
• J I USED TO RESIST THE I 2 x 4 @ 16"ox.WOOD FRAMED WALLS �� PROJECT N0. 2025133
' saro,w r1e Q 1 OVERTURNING FORCES IN BOTH i 2 x 6 @ 16"ox.WOOD FRAMED WALLS �
/o"POST TO CONC. 2 SHEAR WALL HOLD SHEAR WALIL HOLD SHEAR WALL HOLD DIRECTIONS WHEN THE CORNER DATE 05.01.2026
'POST TO GIRDER 'FOOTING HIP CORNER PLATE HIP CORNER PLATE DOWN - 4 STUDS DOWN - 4 STUDS DOWN GIRDER FRAMING IN THE ADJOINING
POST f
- �1 �1 • @ WALLS 15 FASTENED TOGETHER SCALE A5 NOTED
51MP50N STRONG-TIE CCQ3 SIMP50N STRONG -TIE CB544 51MP50N STRONG -TIE 51MP50N STRONG -TIE Ist FLOOR 2nd FLOOR AT CANITLEVER 91 TO TRANSFER THE UPLIFT LOAD I f DRAWN BY —T M.Z.
TYPICAL IN5TALLATION HRC22 HCP2 -2X MEMBER 51ZE = 1 (SEE FIGURES 3.8a b) I
(� I MIN.4"o.c.8d COMMON NAIL 1 R-15 BAIT INSULATION(2 x 4 FRAMING) '�--
HCP2-4X MEMBER 51ZE BEAM AND COLUMN BY I SPACING AT PANEL EDGES FOR I R-19 GATT INSULATION(2 x 6 FRAMING)
•„ DEI5GNER(DOUBLE 2x SHEAR,ALL HORIZONTAL / 1
MINIMUM BEAM) 1 I A
11/4"20 GA.GALV.STRAP 1 SHEATHING.SEAMS TO BE
WRAPPED UNDER MUDSILL I BLOCKED SOLID. 1 lJ
MIN.12"ON STUD SURFACE WASHED GRAVEL OR MARK
STUD WALL STUD WALL CRUSHED ROCK _—)I L-———————————-I V.I.F.
i MINIMUM 3 -INSIDE
11/4"20 GA.CALK STRAP / 0o a I 3500 psi CMST STRAP •• J ANTHONY ��
WRAPPED UNDER MUD5ILL / I 8"GONG.POURED COLUMN DIAMETER DOUBLE
MIN.12"ON STUD 5URFACE O )Cgo I - FOUNDATION WALL CONFIGURATION '• RAFTERS ../ ARCHITECTS &PLANNERS r'r1
—3/4"SHEATHING II 8"CMU AROUND o I ° INSTALLATION
II PERIMETER FILLED SOLID. / I 1"TUFF-R RIGID INSULATION
RUB-R-WA L OR TUFF-N-DRY
II (R-5.0 INSULATION)
—PAPER BACKED LATH I I �y d I SLAB ON GRADE WATER OOFING SYSTEM I 3500 psi 2"5CRATCH SLAB C1
—SCRATCH COAT PROVIDE TERMITE II SLAB ON GRADE PROVIDE TERMITE SHIELD I I 4 d \ I 6" MST STRAP IFTFI'MIN. VARIES A7
o' •� —MORTAR SETTING BED SHIELD AND 5CL Ij a AND SILL SEAL(TYP.) I I CANT 57RiN,CONTINUOUS ^��
SEAL(TYP.) II LL] \ (COLOR
—STONE II .a ' , o °e HOLDDOWN MINIMUM EDGE DISTANCE TECO SIDIN CHOSEN BY OWNER)
(SEE LABEL) TO ANCHOR SEE TABLE
i--MORTAR JOINT 11 d d a d INSULATION AS PER 6"PERFORATED a•
of 8' 2PLY 6 MIL.
IS ECCC OF N.Y.S. DRAIN.TILE WITH ; VAPOR BARRIER 12"M MINIMUM U15TANCE TO - (516)409- 1900
d CONTINUOUSLY ° �°
—2X STUD WALL Q WRAPPED FILTER ' o Q 0 �-———�� ANCHOR-SEE TABLE 1563 BELLMORE AVE.
o —INSULATION(WHERE OCCUR5) a FABRIC 1� p�o O 12"MIN 16" OC7 , J N.BELLMORE,NY 11710
n 0
STONE INSTALLATION \ COLUMN SKYLIGHT FRAMING
s BA5E MOLDING
SEAL: ����p q
OVER STUD FRAMING_ TERMITE SHIELD TERMITE SHIELD FOUNDATION WATERPROOFING DETAIL STRAPPIMIG DETAIL �1DETAIL g P��NONY/I/0�
BOTTOM PLATE Q� n' �s� 'A
v > ZOK
4x4 POST _ o FLOOR J015T(SEE FLOOR PLAN FOR
-METAL J015T HANGERS DECK BOARDS FA5TFNFD o EXISTING RAFTER TO ACCEPT 2 x 4's EXACT E A S�`IFIC ION) N� ;yR�;i
2"MIN. WITH 2"5CREW5
LAYED FLAT 048"o.c. • "�
. (2)2 x 6 A.C.Q.SILL PLATE OVER -9 031737'
METAL TERMITE SHIELD AND SILL
FLOOR JOISTS O -(- BANANIZED MARK ANTH IT��=1v1�# TERI R.A.
� 31
(2}}'k6"GALVANIZED . SEAL I I
FLITCH PLATE THROUGH BOLTS WITH o NEW 2 x 6 FASCIA BOARD '
O "-k—O WASHERS 0 o g"ANCHOR BOLT w/MIN.T'z2- II
SHEETROGK (3)3"STAINLEWASTEEL o �d 1563 BELLMORE AVE. BELLMORE NY,11710
SCREWS AS EACH JOIST EMBEDMENT
FLITCH PLATE TO BE BOLTED HANGER 2 x 4 STUD WALL SEE PLAN FOR FL OR JOISTS
TOGETHER U5ING 1/2"BOLT5 WITH 16" 16" DECK J015T STRAP
(2)WASHERS PER SIDE RAILING TO DECK "GAP MIN. DRAWING:
STAGGERED AT 16"ox. WOOD FRAMED 1 NTO J"DIA.x LAO DOLT5 OR � HEADER
a d
JOIST DETAIL THROUGH BOLTS WITH GRADE
FLITCH BEAM/FLUSH HEADER DETAIL STEEL BEAM WASHERSO16"o.c. "DECK BOARD5FA5TE-NED EXISTING PLYWOOD
STAGGERED WITH 2"5CKEW5 TO BE GUT BACK TO RAFTERS TO BE
NOTCHED TO 2"x*'x 4"STEEL PLATE III III I I 1 I I I-1 I I I I 4
A.C.Q.LEDGER GALVANIZED FACE 2nd RAFTER ACCEPT 2 x 4's NEW 3/4"CDX PLYWOOD 31/2"HEAVY DUTY 1„ I—I I—I I I—I I I—I I—I I
Ig MOUNT HANGER LOLLY COLUMN 2 x 6"x 6"STEEL PLATE I _ I d DETAILS
BAND J015T I I—I I I— I I—I I I_I I I—I I d
2"CONCRETE (4)J"EXPANSION BOLTS -)I I—III—III III III
NEW 2 x 6 FASCIA BOARD 5CRATCH SLAB I
DECK J015T a V.I.F.
TOP PLATES TOP PLATES 3500 P.5.1.CONCRETE
ADD WASHERS TO CREAgTE>}" NEW x 4 L D 12" d
EXTERIOR OF DRAINAGE CHANNEL FLAT C�48"o.c. FOOTING SET ON
BEARING WALL VENTED SOFFIT UNDISTURBED SOIL
FLASHING
STUD STUD 1 UNDISTURBED 501E 36"
BORED HOLE MAX.VIA. BORED HOLE MAX.DIA. NOTCH GREATER DECK LEDGER DETAIL @ LOLLY
40%OF STUD DEPTH 60%OF STUD DEPTH THAN 507 OF THE 16 GAGE(0.054')AND FOUNDATION WALL(SEE d'
"MIN.To EDGE "MIN.TO EDGE PLATE WIDTH 15'WIDE METAL TIE DETAIL FLYING GABLE DETAIL COLUMN FOUNDATION PLAN FOR EXACT PROJECT:
�'MIN.TO EDGE R"MIN.TO EDGE ACROSS AND TO EACH
SIDE OF THE NOTCH WITH STRINGERS M SIZING)
416D NAILS EACH SIDE 3'M�(.
NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED TOP PLATES S E R U R E
d
25%OF STUD DEPTH40%OF STUD DEPTH PIPE STAIRWAY da RESIDENCE
�C CJ I I'l C I/,C
WIFOE IS BETWEIEN 40%AND I�L. VL Vl�LP,
BORED HOLES SHALL NOT "OF STUD DEPTH,THEN BORED HOLES SHALL NOT (-::)STRINGER DETAIL CONC.SLAB(SEE FOUNDATION
BE LOCATED IN THE SAME STUD MUST BE DOUBLED AND BE LOCATED IN THE SAME
CP055 SECTION OF CUT OR NO MORE THAN TVA/0 CF055 SECTION OF CUT OR PLAN FOR EXACT SIZING)
NOTCH IN STUD SUCCESSIVE STUDS ARE NOTCH IN STUD FIGURE,R602O TOP PLATE FRAMING
DOUBLED AND 50)BORED TO ACCOMMODATE PINING a d
a CONC.FOOTING(SEE FOUNDATION 1300 LEETON DRIVE
FIGURE R602.6(1)NOTCHING AND BORED HOI,F. FIGURE R602.6(2)NOTCHING AND BORED HOI,F, PLAN FOR EXACT SIZING
LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS LIMITATIONS FOR INTERIOR NONRF:ARING WALLS l I ) a 5OUTH OLD, NY 11971
STUD NOTCHING AND BORING DETAILS 4x4 P05T y.2T• STAIR RAIL MOUNT I j OVERLAP*'MIN ON BOTH SIDES OVERLAP 4"MIN ON BOTH SIDES
BRACKETS i I 07600 UTILITY MASTIC d —i 1-1 I—I 11—I 11—I 11-
07600 UTILITY MASTIC p -�I I III—III—III—III—I
R602.6.1 DRILLING AND NOTCHING OF TOP PLATE:. R602.6 DRILLING AND NOTCHING--5TUD5. I i I SEAL ALL AROUND
3.5"MAX.RAIL � I I SEAL ALL AROUND , i 1 _
CUT FLASHING AT BOTTOM D.O.B. I.D#
�y. TOP RAIL I GUT FLASHING AT BOTTOM I I GREASE AND OVERLAP i
WHEN PIPING OR DUCTWORK 16 PLACED IN OR PAFRTLY IN AN EXTERIOR WALL OR INTERIOR DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: z I GREASE AND OVERLAP STEEL 5HELF ANGLE a -III—III—III—I I(—III—I
BALLU5TER5
LOAD-BEARING N'ALL,NECESSITATING CUTTING,I DRILLING OR NOTCHING OF THE TOP PLATE BY � � I
SHOE PATRIANGIIL MUST NOT ALLOW P05T ��` , — — — — I—)I I—I I(—)I I—III—I I II i
MOPE THAN 50 PERCENT OF ITS WIDTH,A GALVAINIZED METAL TIE OF NOT LE55 THAN 0.054 1.NOTCHING.ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO ALAR SPACE UNDER I i _
INCH THICK(1.37 MM)(16 GA)AND 11/2 INCHES(358 MM)WIDE SHALL BE FASTENED ACP055 DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH.STUDS IN NONBEAKING PARTITIONS MAY BE NOTCHED + 4 / LI---l_ —)I I—III—)I(—I I I—I I 1 1 I I—)I I—I I(—I
AND TO THE PLATE A7 EACH SIDE OF THE OPENINJG WITH NOT LE55 THAN FOUR 16D NAILS AT TO A DEPTH NOT TO EXCEED 40 PERCENT OF A 51NGLE STUD WIDTH. PASSAGE OF 6"SPHERE f .l _ _
EACH SIDE OR ECUIVALENT.SEE FIGURE R602.6.0. 3RA LING" BALU5TUR INFILL MUST NOT "eel` ' III—III—III—III— 1
2.DRILLING.ANY STUD MAYBE BORED OR DRILLED,PROVIDED THAT THE DIAMETER OF THE RESULTING RAILING ALLOW PA55AGE OF 4" `v'� `� /' i
HEIGHT TTOM RAIL DRAWING No.
EXCEPTION:WHEN THE ENTIRE 51DE OF THE WALL.WITH THE NOTCH OP.CUT 15 COVERED BY HOLE 15 NO MORE THAN 60 PERCENT OF THE STUD WIDTH,THE EDGE OF THE HOLE 15 NO MORE THAN 5/8 SPHERE &�b'""` i'"m'" �:`` �� ��✓� t i��
WOOD STRUCTURAL PANEL SHEATHING. INCH(16 MM)TO THE EDGE OF THE STUD,AND THE HOLE IS NOT LOCATED IN THE SAME SECTION A5 A BALUSTER INFILL MUST
of PICAL ALL SECTION
CUT OR NOTCH.5TUD5 LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT NOT ALLOW PA55AGE OF
AND UP TO 60 PERCENT SHALL AL50 BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED 4"SPHERE STAIRWAY RISER AND
STUDS BORED.SEE FIGURES R602.6(1)AND R602.6(2).FOR BORED HOLES FOR ELECTRICAL WIRING,SEE DECK RAILING DETAIL TREAD DETAIL -:) CORNER FLASHING OVERLAP
TABLE E3702.1.
EXCEPTION:USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE INSTALLED IN Il
ACCORDANCE WITH THE MANUFACTURER'5 RECOMMENDATIONS.
I
r ,
ALL DIMENSIONS ARE
TO 13E FIELD VERIFIED
LP
N
C
C
LL
LL
LL
L
---------------------- ILL
Z
c
I
I N
I
/ - I All Drawings, 5pecifications and the design
expressed therein are the Sole property of 3
/ \ I Mark Anthony Architects.They are to be
1 I used only with respect to this Project and
/ — I are not to be copied or reproduced without
written permission of Mark Anthony
Architecture P.C. It is a violation of the law
\ for any person, unless acting under the
EXISTING LIGHTING& direction of a licensed architect,to alter an
��°
OUTLETS TO \ �' item in any way, If an item bearing the seal
of an architect is altered,the altering
EREMAIN EXISTING
OUTLETS TO / architect shall affix to his item the seal and
/• ��°
REMAIN �'
notation "altered by"followed by his
/ EXISTING LIGHTING&
signature and the date of such alteration,%
OUTLETS TO REMAIN and a 5 ecific descrl tion of the alteration.p p
,t1NDER COUNTED/
% / \ /MICROWAVE
_ /• I �• � ISSUED FOR
/ \ I�GF I 48" [ I I I I PRELIMINARY DRAWING
(EXIST) y cl EF. I FOR OWNERS REVIEW
FOR BIDDING PURP05E5
— dCCI FOR BUILDING DEPT.
i (RELOCATED) I F - —I GF b GF
CONSTRUCTION
Cc r�Fcl EXISTING AS BUILT DRAWINGS
7— / _ I —
I I I I LIGHTING&
i I ` I — GFCI OUREMA�N O REVISIONS PLOTTED: 1/6/2026
� I � � — -- �• / N0. DATE DESCRIPTION
--
0= I=C (9 1
�I - GFCI
EXISTING LIGHTING& EXISTING LIGHTING& \ / 4
O O OUTLETS TO REMAIN OUTLETS TO REMAIN \ I I EO
GFCI
———————————————fN
I I
PROJECT NO. 2025133
DATE 05.01.2026
SCALE A5 NOTED
FIRST FLOOR LIG!- T MOG PLAN DRAWN BY M.Z.
SCALE: N.T.5 AR
MARK cl'�
RECEPTACLE NOTES: ANTHONY �
k M
ARCHITECTS &PLANNERS i
E3901.2.1 SPACING.RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET(1829 MM)FROM A RECEPTACLE OUTLET. J �.. •
E3901.2.2 WALL SPACE. AS USED IN THIS SECTION,A WALL SPACE 5HAILL INCLUDE THE FOLLOWING:
1. ANY SPACE THAT IS 2 FEET(610mm)OR MORE IN WIDTH,INCLUDING SPACE MEASURED AROUND CORNERS,AND THAT 15 UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR OPENINGS,FIREPLACES,AND �
ELECTRICAL LEGEND FIXED CABINET5 THAT DO NOT HAVE COUNTERTOPS OR SIMILAR WORK SWRFACE5.
2. THE SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS,EXGLUDPING SLIDING PANELS.
SYMBOL DESCRIPTION (516)409- 1900
3. THE SPACE CREATED BY FIXED ROOM DIVIDERS SUCH AS RAILINGS AND FREESTANDING BAR-TYPE COUNTERS. 1563 BELLMORE AVE.
N.BELLMORE,NY 11710
—--•—•—.—•—•— CIRCUIT LAYOUT E3901.2.3 FLOOR RECEPTACLES. RECEPTACLE OUTLETS IN FLOORS 5HAILL NOT BE COUNTED AS PART OF THE REQUIRED NUMBER OF RECEPTACLE OUTLETS EXCEPT WHERE LOCATED WITHIN 0INCHES(457mm)OF THE WALL.
SCONCE(WALL MOUNTED) E3901.2.4 COUNTERTOP AND SIMILAR WORK SURFACE RECEPTACLES OUTfLET5. RECEPTACLES INSTALLED FOR COUNTERTOP AND SIMILAR WORK SURFACES AS SPECIFIED IN SECTION E3901.4 SHALL NOT BE CONSIDERED AS SEAL:
EXTERIOR THE RECEPTACLES REQUIRED BY SECTION E3901.2. G\S(ERED
SCONCE WALL MOUNTED , PNTHOIVy C�
INTERIOR( ) E3901.3 SMALL APPLIANCE RECEPTACLES. IN THE KITCHEN,PANTRY,BR EAKFA5T ROOM,DINING ROOM,OR SIMILAR AREA OF A DWELLING UNIT,THE TWO OR MORE 20-AMPERE SMALL-APPLICANCE BRANCH CIRCUITS Q- �� '�7i yij
REQUIRED BY SECTION E3703.2,SHALL SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS COVERED BY SECTIONS E3901.2 AND E3901.4 AND THOSE RECEPTACLE OUTLETS PROVIDED FOR REFRIGERATION APPLIANCES. �P \ to
(EXCEPTIONS:SEE CODE SECTION) '
RECE55ED"HI-HAT'LIGHTING -
E3901.3.1 OTHER OUTLETS PROHIBITED. THE TWO OR MORE SMALL-APPLIIANCE BRANCH CIRCUITS SPECIFIED IN SECTION E3901.3 SHALL SERVE NO OTHER OUTLETS.
CLOSET DOOR OPERATED LIGHT
E3901.4 COUNTERTOP AND WORK SURFACE RECEPTACLES. IN KITCHENS PANTRIES,BREAKFAST ROOMS,DINING ROOMS AND SIMILAR AREAS OF DWELLING UNITS,RECEPTACLE OUTLETS FOR COUNTERTOP AND WORK �i� O
737-1(CEILING MOUNTED)INTERIOR SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS E390)1.4.1 THROUGH E3901.4.5(SEE FIGURE E3901.4) LIG#0 �d
A �v1 � RI,
LIGHT FIXTURE E3901.4.1 WALL COUNTERTOP SPACE. A RECEPTACLE OUTLET SHALL BE[INSTALLED AT EACH WALL COUNTERTOP AND WORK SURFACE THAT 1512 INCHES(305mm)OR WIDER. RECEPTACLE OUTLETS SHALL B MARK NT R.A.
E INSTALLED 50 MAK
(EXTERIOR)DROPPED LIGHTING BELLMORE AVE. BELLMORE NY,11710
THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES(610mrrn),MEASURED HORIZONTALLY,FROM A RECEPTACLE OUTLET IN THAT SPACE.(EXCEPTION:SEE CODE SECTION) 1565
`T E3901.4.2 ISLAND COUNTERTOP SPACES.AT LEAST ONE RECEPTACLE OUJTLET SHALL BE INSTALLED AT EACH ISLAND COUNTERTOP SPACE WITH A LONG DIMENSION OF 24 INCHES(610 MM)OR GREATER AND A SHORT
® CHANDELIER DIMENSION OF 12 INCHES(305 MM)OR GREATER. DRAWING:
E3901.4.3 PENINSULAR COUNTERTOP SPACE. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH PENINSULAR COUNTERTOP LONG DIMENSION SPACE HAVING LONG DIMENSION OF 24 INCHES(610mm)OR
CEILING FAN
GREATER AND A SHORT DIMEN51ON OF 12 INCHES(305mm)OR GREATER. A PENINSULAR COUNTERTOP IS MEASURED FROM THE CONNECTED PERPENDICULAR WALL.
r E3901.4.5 RECEPTACLE OUTLET LOCATION. RECEPTACLE OUTLETS SHALII BE LOCATED NOT MORE THAN 20 INCHES(508mm)ABOVE THE COUNTERTOP OR WORK SURFACE. RECEPTACLE OUTLET ASSEMBLIES INSTALLED IN LIGHTING
COUNTERTOPS AND WORK SURFACES SHALL BE LISTED FOR USE IN COUINTERTOP5 OR WORK SURFACES.RECEPTACLE OUTLETS RENDERED NOT READILY ACCE55113LE BY APPLIANCES FASTENED IN PLACE,APPLIANCE 50 cfm MECHANICAL GARAGES,SINKS OR KANGETOP5 AS ADDRESSED IN THE EXCEPTION TO SECTION E3901.4.1,OR APPLIANCES OCCUPYING DEDICATED SPACE SHALL NOT BE CONSIDERED AS THESE REQUIRED OUTLETS. PLANS
VENT/DIRECTLY TO OUTSIDE AIR
AT BATHROOM AREAS E3901.5 APPLIANCE RECEPTACLE OUTLETS. APPLIANCE RECEPTACLE OUITLET5 INSTALLED FOR SPECIFIC APPLIANCES,SUCH AS LAUNDRY EQUIPMENT,SHALL BE INSTALLED WITHIN 6FEET(1&29mm)OF THE INTENDED
uu DUPLEX CONVENIENCE LOCATION OF THE APPLIANCE.
'I I' RECEPTACLE OUTLETS
E3901.6 BATHROOM. AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS AND SUCH OUTLET SHALL BE LOCATED WITHIN 36 INCHES(914mm)OF THE OUTSIDE EDGE OF EACH LAVATORY BASIN.
uuu DOUBLE DUPLEX CONVENIENCE THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OK PARTITION-THAT 15 ADJACENT TO THE LAVATORY 5A51N LOCATION,LOCATED ON THE COUNTERTOP,OR INSTALLED ON THE SIDE OR FACE OF THE BA51N CABINET.
RECEPTACLE OUTLETS THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 12 INCHES(305rmm)BELOW THE TOP OF THE BASIN OR 13A51N COUNTERTOP.
GFCI GFCI DUPLEX CONVENIENCE RECEPTACLE OUTLET A55EM13LIE5 INSTALLED IN COUNTERTOP5 SHALL IBE LISTED FOR THE APPLICATION. PROJECT:
RECEPTACLE OUTLETS
E3901.7 OUTDOOR OUTLETS. NOT LE55 THAN ONE RECEPTACLE OUTLET TfHAT 15 READILY ACCE55113LE FROM GRADE LEVEL AND LOCATED NOT MORE THAN 6 FEET,6 INCHES(1981mm)ABOVE GRADE,SHALL BE INSTALLED ^
$ SINGLE SWITCH OUTDOORS AT THE FRONT AND BACK OF EACH DWELLING UNIT HAVING DIRECT ACCE55 TO GRADE LEVEL. BALCONIE5,DECKS,AND PORCHES THAT ARE ACCESSIBLE FROM IN51DE OF THE DWELLING UNIT SHALL HAVE AT 5ERURE
LEAST ONE RECEPTACLE OUTLET ACCE55113LE FROM THE PERIMETER OF THE BALCONY,DECK,OR PORCH. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FEET,6 INCHES(1981mm)ABOVE THE BALCONY,DECK,OR
$3 THREE WAY SWITCH PORCH SURFACE. K E 5 1 D E N G E
E3901.8 LAUNDRY AREAS. NOT LE55 THAN ONE RECEPTACLE OUTLET SMALL BE INSTALLED IN AREAS DESIGNATED FOR THE INSTALLATION OF LAUNDRY EQUIPMENT.
$4 FOUR WAY SWITCH E3901.9 BA5EMENT5,GARAGES AND ACCESSORY BUILDINGS. NOT LE555 THAN ONE RECEPTACLE OUTLET,IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT,SHALL BE INSTALLED IN EACH SEPARATE UNFINISHED
PORTION OF A BASEMENT;IN EACH VEHICLE VEHICLE BAY NOT MORE THAN 5.5 FEET(1676 mm)ABOVE THE FLOOR IN ATTACHED GARAGES;IN EACH VEHICLE BAY NOT MORE THAN 5.5 FEE(1676 mm)ABOVE THE FLOOR IN 1300 LEETON PKIVE
$5 FIVE WAY SWITCH DETACHED GARAGES THAT ARE PROVIDED WITH ELECTRIC POWER AND IIN ACCESSORY BUILDINGS THAT ARE PROVIDED WITH ELECTRIC POWER. 5OUTHOLD, NY 11971
PROVIDE TELEPHONE,DATA,AND CABLE T.V. E3901.10 HALLWAYS. HALLWAYS OF 10 FEET(3048mm)OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET. THE HALL LENGTH SHALL BE CON5IDERED THE LENGTH MEASURED ALONG THE CENTERLINE
RECEPTACLE5 AND WIRING AS PER OWNER OF THE HALL WITHOUT PA551NG THROUGH A DOORWAY.
REQUEST. D.O.B. I.D#
E3901.11 FOYERS. FOYER5 THAT ARE NOT PART OF A HALLWAY IN ACCORDANCE WITH SECTION E3901.10 AND THAT HAVE AN AREA THAT 15 GREATER THAN 60 FTZ(5.57m2)SHALL HAVE A RECEPTACLE(S)LOCATED IN EACH
OUTLETS TO BE INSTALLED A5 PER CODE WALL SPACE THAT 15 3 FEET(914mm)OR MORE IN WIDTH. DOORWAYS,DOOK-SIDE WINDOWS THAT EXTEND TO THE FLOOR,AND SIMILAR OPENINGS SHALL NOT BE CONSIDERED AS WALL SPACE.
HVAC BY OTHERS E3901.12 HVAC OUTLET. A 125-VOLT,5INGLE-PHA5E,15-OR 20-AMPERE-RATED RECEPTACLE OUTLET SHALL BE INSTALLED AT AN ACCE55113LE LOCATION FOR THE SERVICING OF HEATING,AIR-CONDITIONING AND
REFRIGERATION EQUIPMENT. THE RECEPTACLE SHALL BE LOCATED ON 1rHE SAME LEVEL AND WITHIN 25 FEET(7620mm)OF THE HEATING,AIR-CONDITIONING AND REFRIGERATION EQUIPMENT. THE RECEPTACLE OUTLET DRAWING No.
SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE HVAC EQUIPMENT DISCONNECTING MEANS.(EXCEPTION:SEE CODE SECTION)
I