HomeMy WebLinkAbout52222-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52222 Date: 09/02/2025
Permission is hereby granted to:
Heidi Distante
180 Cherry St
Farmingdale, NY 11735
To:
construct an accessory garage as applied for per DEC Non-Jurisdiction letter&Trustees approval with
flood permit.
Premises Located at:
260 Sunset Way, Southold, NY 11971
SCTM# 91.4-6
Pursuant to application dated 07/15/2025 and approved by the Building Inspector.
To expire on 09/02/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $412.00
Flood Permit $150.00
CO Accessory $100.00
Total $662.00
--l-L ""
Building Inspector
... _ s....
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TOWN OF SOUTHOLD—BUILIDING DEPARTMENT
-0959
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971
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Telephone(631) 765-1802 Fax(631)765-9502 I�t�1_�_ __I .. ,a,.+`,���
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For Office Use Only
PERMIT NO g
Buildin IrZ r t�
I
Applications and forms must be filled out in their entirety. Incomplete O" O l
applications will not be accepted, Where the Applicant is not the owner,an l GI
Owner's Authorization form(Page 2)shall be completed.
I Date:6/26/2025
OWNER(S) of PROPERTY:
scTM # soo�.--091... 00�-0�1 00-006 000Name:HEIDI DISTANTE I
o
Project Address:260 SUNSET WAY, SOU T HOLD, NY 1197'1
Phone# 6317939779 Email DISTANTE@VBLT C011/i m m mm m
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Mailing Address 0 CHERRY ST, FARMINGDALE, NY 11735
CONT"CT PERSON:
Name EIDI DISTANTE _
� Mailing Address 0 CHERRY ST-FARMINGDALEµ��M.W_.IT•�
4 1g NY 11735
DISTANTEVBLT.COM� _.._ .�•� �
a�
Phone#:6317939779 Email _
DESIGN PROFESSIONAL MFORMATION°
V
Name:MARK SCHWARTZ, AIA '
....W. � __.... �.. I
ou Mailing Address:PO BOX 933, CUTCHOGUE, NY 11935
-... _ .�.. . ._. �.. .. .. ..
Phone
#: — 17344185 Email:
MARl, @ MKSARCHTECT COM.
CONTRACTOR !N FORMATION.
I Narn VAZAC CONTRACTING.. CORP - FR .
Name• �' ED VAZAC
Mailing Address:333 FIRST AVE, ST JAMES, NY 11780 _
Phone# � TINU@Gl�iAIL COM ,
VAZACCONTRAG
DESCRIPTION OF PROPOSE_.
63158478 7
� •�� ®cON3TRucTION
Project-,❑Repair ❑Qer►olition Estimated cost o�
ev Str �ure ddition ttt _.��..
s
_ -
l Will the lot be re graded. ❑YesAvo Will excess fill be removed from premises?A %s ❑No
wa
TY.'k..l'aMFR�..�d w:rou»a �rc.i rn.�w u»i vi,mm•.. mmw S,.u.4:,•� Aw..mm.w I A4 ._+..eh n...0 - --L--a��e:o TLl _rruAC'.T...e� ...•......�..,,,,.rrwww...,,..®.M A.i%.tiW'-.
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PROPERTY INMRMATION
Existing use ofproperty:
�° � M � Intended use of property
Zone or use district in which premises is situated, Are there any covenants and restrictions with respect to
this pro
perty? _ ES,PROVIDE A COPY
❑Yes o IF Y
�4 Check Box n"'rer Reading: The owner/corttractor/design professional is responsible for all drainage and storm water issues as grov;ded by
I Charter Zan of the Torun Code. APPLoCATION lS HER fViF3oE to the Building oeeartr^ent for the issuance of a Building Permit pursuant to the 3c°ldirg one
Ordinance of the Town of Southold,Suffolk,County,Ncw York and other applicable Laws,Ordinances or Regulations,for the construction of buildwgs,
additions,alterations or Sor 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 autl<orized inspectors on Premises and in buildingisj for necessan,inspections.False statements mane herein are
punishable as a Class A.misdemeanor pursuant to SL,tion 210.45 of the New York 5tnte Penal Law-
AMA
ppftation By fpii:aw. ,,i". t;w)''P. d l; t r. 1,b; i_,_i:i:hfiaL-'r
Signature of Applicant: Date:
lx STATE OF NEW YORK)
r �<
COUNTY OF
�..�_
cc, being duly sworn, deposes and says that(s)he is the applicant i
(Name of individual signing contr ct,),above named,
i
P
(S)he is the
�,. Corporate Officer,
(Co `rector, ,tier t, p 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 file therewith.
Sworn before me this
day of . _._ . m20 �. �. ._.
Notary Public .
h ,
(W
here the applicant is not the owner
i
residing at.
LO
�,�L`[
Lkik
�. . ......—— �_..
of
....__do hereby authorize µ � tc�apply on
my t eh:alf io the Town of Southold Building Department for approval as described herein.
Owner's Signature Dyty---__.... .
Print Owner's Name
2
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1
41
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 10758 DATE: APE.I L 16 02:5
ISSUED TO: S I"EPIl I"N & I.1E101 DISTANTE
PROPERTY ADDRESS: 260 SUNSET WAY, SOUT14OLD ; uw
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r
SCTM# 1000-91-1-6
AUTHORIZATION �< <
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on A11tJ1 I C _"' ) 5,and in i
consideration of application fee in the sum of I 250.00 paid by�»tel��hen c l��leidi Distante and subject to the
Terns and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits
j the following: V
6 r1 f Wetland Permit for the removal of existing 28.9'x14.9' wood platform adjacent to bulkhead,
12'x4.10' wood bin, 15'x10' sunroom with deck over,31x5.6' platform,circular steps,demolish
f ; existing attached garage, remove 6'x4' porch,8'x12' shed and ramp,850sq.ft.of asphalt I
t '
rdriveway, 140sq.ft. brick walk and 205sq.ft.slate wallavay; in location of demolished attached
garage construct living space consisting of a 16.1'x27.1' area with a 16.1'x7.0' landward
t ' addition; construct a 26.81x10'x24.3'x6.5' first floor deck on west side with a 26.8'x10' second
story deck above,and a 24.3'x6.5' deck and 6.3'x40' walkway to 4' wide fold-back stairway to
grade with an 8.3'x4' landing; construct a 41x4' outdoor shower,an 18.8'x6' east covered
�ff porch; enclose 41x5' recess on west side; construct a 23.91x24' detached one-story garage;
s install 38.4sq.ft.stone paver landing at the base of the porch stairs; install a 2,600-3,000sq.ft.
'd,,,; crushed stone,free form style driveway with a 75sq.ft. paver apron and a 24'x6' slab on grade
walkway; and to install gutters to leaders to drywells to contain roof runoff; all as depicted on
the site plan prepared by Mark Schwartz& Associates, received on February 4,2025,and
stamped approved on April 16,2025.
J
IN WITNESS WHER)-OF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of the day and year written above.
' tfFDZ
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I m l tz.Gi l\bsent
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CANOE INLET
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WITH ROOF D[OLOU {14303Yj :.. �['-ffi3 !6•MlmMux.aa Sa�.F1
EW€XT4A11X2Nt€}t8pR OSCSC -.. __ .4._� RKE T - yQ
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6lLTkAC1OIN 0
FKV-i3NG7.r S$g!STt GARAGE E+p
s tSCY.T� 1wT.SS�XbB3;d 135.#3tj.
cry-, EX6TWG - r xmm7iAf1a!$t StiT,}I kil F/.WEn16T[rtt]OTM _ QNv�i
£ - ,STYGARAGE w� IOCAT3€R�'
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� SECTION DETAIL - B
IALT FENCE DETAILS _ `•
DD
--------
FEB 4 2025
�� � � � � � - Wit€ v,nGid Tm•an �
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= PROPOSED SITE PLAN -------------
' � a SCALE: 1" = 20'-0"if
\
4 �
S 0 ' " •_ '..', '.• --.EXISTING ASPHALT O AND
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RADCWAYTDOFRIMV®
AMD NEW STONE FREEFORM
DRIVAYANDAASONRYWAIkWAY8015'40O co TOB�� si `-
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SUNSET = .
WAY S-1
r Department of KATHY HOCHUL
YOR p Governor
Environmental tat
ConservationAMANDA LEPTON
Commissioner
LETTER OF NO JURISDICTION: TIDAL WETLANDS ACT
& NOTIFICATION OF ENDANGERED SPECIES ACT JURISDICTION
July 23, 2025
Stephen & Heidi Distante
180 Cherry Street
Farmingdale, NY 11735
Re: Application# 1-4738-04654/00005
Distante Property-260 Sunset Way, Southold, NY 11971
SCTM# 1000-91 - 1 -6
Dear Applicant,
Based on the information you submitted, the Department of Environmental
Conservation has determined that the existing bulkhead, as shown on the survey
prepared by Van Tuyl and Son, dated November 14, 1972, is functional, greater than
100 feet in length, and was constructed prior to August 20, 1977, as evidenced on Tidal
Wetlands Map 718_544. Therefore, the property landward of the bulkhead is beyond
Tidal Wetlands Act (Article 25)jurisdiction and no permit is required for work landward
of this structure.
Be advised, no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a
permit. It is your responsibility to ensure that all precautions are taken to prevent any
sedimentation or disturbance within Article 25 jurisdiction which may result from your
project. Such precautions may include maintaining adequate work area between the
jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a
temporary fence, barrier, or hay bale berm.
In addition, please be advised DEC has documented the summer occurrence of
the Northern Long Eared Bat(NLEB) (Myotis septentrionalis), a species listed as
"endangered" by both New York State and the US Fish &Wildlife Service, within 3
miles of the project location. We have determined that tree cutting at this location
between March 1 and November 30 of any calendar year may result in the "take" of
these endangered species within the meaning of Environmental Conservation Law
(ECL) §11-535. The term "take" is defined in part as the direct killing or injury of
individual members of a protected species, interference with critical breeding, foraging,
migratory or other essential behaviors, or the adverse modification of the species'
habitat. The "take" of a species listed as endangered or threatened is prohibited in the
absence of a permit from this Department issued pursuant to ECL§11-535.
Division of Environmental Permits, Region 1
50 Circle Road, Stony Brook, NY 11790 1 dec.ny.gov I dep.rl @dec.ny.gov 1 (631)444-0365
In order to avoid an Endangered Species "take" or the need for an incidental take
permit, no tree cutting activities can be conducted at the project site between the
dates of March 1 and November 30 of any calendar year. Tree cutting may be
allowed to occur within the prohibited window by obtaining written authorization from a
wildlife biologist. Authorization may be provided if it can be determined that the area
proposed for clearing is not suitable or is not occupied at the time of cutting. To obtain
authorization, or if you have questions about the presence of protected species on or
near your property, the potential effects of activities on these species or your
responsibilities as a landowner or project sponsor under the Endangered Species
Regulations, please contact the Regional Wildlife Manager at(631) 444-0310 or
wildlife.r1 @dec.ny.gov.
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other agencies or local municipalities.
Sincerely,
Laura Star
Deputy Permit Administrator
cc: Robert E. Herrmann, En-Consultants
DEC Bureau of Marine Habitat Protection
File
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• MAP of- GROPE.QTY
SURIrEYED RJR LFIYjV�A�
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161
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SITE DATA
STORM WATER MANAGEMENT DETAILS PROPERTY: 14.415 SF 0.33 ac
100%RUNOFF AT AI �ORYWELL DRYWEIL ESTIMATED AREA OF 3000 SF -
VOCATION: EF AREA:Z„RN PER HOUR PROVIDE CAPACITY GROUND DISTURBANCE-
HOUEE NEW ROOF-W3.5 ff 130 CF R)Ctlie.4&e p 169 R' •
CARAGEROOF-671.39 113 CF (1)B'di,Vd p 1691
„" or,FFQjTTFR-STANIIARD S• EXISTING: AREA LOT COVERAGE:
ku ply °.i Wx°" „"r,L„MIw„ ,L.„.E— HOUSE w/SUNROOM: 1618.7 SF
a EAST PORCH: 24.0 SF
\ n „roak.�„'E° :„aFo� :„"mrv: xolssI„°L
OUTDOOR BIN: 57.9 SF n
SHED: 96.0 Sf ^
TOTAL: 1,796.E SF 12.44°!o
DRY WaLS TO SE 10•MM. o.Pnartrn rvernox wA,aslc„r
AWAY FROM HOUR At� mttxl.mmnaomsurml m+°1Es1o",oE muxcr O
e)sou "o"xnAOiok"�n°"owcrs eEroul warrumu
DEMOLISH: AREA LOT COVERAGE-
SUNROOM w/DECK ABOVE: -150.8 SF O
PARTIAL WEST GARAGE: -35.5 SF PI
EAST PORCH: -24.0 SF h-4
CANOESHED: -96.0 SF
INLET TOTAL: -306.3 SF -2.12%
20'.2•%6'.2•
FLOATING DOCK
PROPOSED: AREA LOT COVERAGE:
f
EAST ADDITION: 112.9 SF
TBH=3.35 N4r 20"W ' WEST ADDITION: 18.3 SF
UL FAD TBH 3.2
_ I OQ•- 9 TBH=3.29 BU 2r
+3.66 LKHEA 1 ST.&2N D.FLOOR 479.4 SF W
D 3.30 WEST DECKS:
9^2Eh' Pe AVEL N EAST PORCH: 112.8 SF
`''FSTEEL
FIRE vR 100•0^r T® WALD H 1 DETATCHED GARAGE: 574.0 SF O �„I O
P GRAVEL PEA GRAVEL
Z
Y 1 PEAL TOTAL: 1,297.4 SF 9.0% j
Ll.1 .9 TREE RAVEL r'
34' TIO(PAVERS) 4.25+
STAIR ON GRADE W
P► Z � +4.05
COMBINED TOTAL: 2,787.7 SF 19.3% cn Z
X n Q
SILT FENCE W M � O
,u BU7DIN1 E7VVE M SILT f ��� - N
�W '�-LOPE PATIO ON - 0.T ty'
dV METES AND BOUNDS: SURVEYOR: MICHAEL WICKS,LS E--i
_ DEMOLISH EXISTING IT x IO'SUNROOM J GRADE qUN O D N
��, •2 .8. m -�-�m+"P1mA UNDER
WITH ROOF DECK OVER(150.0 SF) STAIR ME) ELEVATIONS REFRENCE: NAVD 1988 � o
CONSTRUCT A NEW 2ND.FLOOR DECK w/ n o - _ XIST. cn
1ST.FLOOR DECK UNDER(TOTAL-481.0 SF) o PROPOSED 2.FLOOR DECK; ------ `- m BIN DATE SURVEYED: JUKE 7,2017 f 1
[-LOT COVERAGE SF) pYERLOWERDECr� _-- F--i
' •Oa EXISTING WO D BIN
L - / 4.8' 12.1' CONCRETE ') 0'g, TO BE D MOL HED
SCTM: 1000-091-01-06
j SHOUT
d h
EXISTING 2.9' 12.2'1 STY.GARAGE
TO PORTION TO E DEMOLISHED(35.4 SF)
XISTING 2 STY. EXISTING Im, EXTERIOR W LL TO BE FLUSH WITH HOUSE 18'-0"MAX. C.to C.
7.6' LOCATION
RAM ED HOUSE I STY GARAGE LNDG
I 4 ' 16.1'X 30.1'l .GARAGE TO BE p
Li
4.75+ ,� WITH A 3E8' 5.0'ONE STORY ADDITION NVERTO TO LIVING SPACE(452.4 ) GRADE E<
19A, It'(19.0 SF).EY.I NG ROOF TO BE DEMOLISHED „<_ Cn N +
•o CONC. �4 AND REBUI .WALLS TO BE REPLACED!EXTEND _w C+7 v SJ
EX.IMECHANI PLATFORM " j f jPROPOSEd,� COVER ' AS NECESSA Y(VIF) j�• v l W x � t\ •S'.I a
J r3 v
I ^�ADDITION;�/ 36.$', Q Y. �F Y' �• y. Y' 6"MIN. p m t�i� C)
EX.PORCH(24.0 SF)TO BE REMOVED ar+ `.+ .ry. .•• •I'' _ _ 0
AND REPLACED WITH PROPOSED OI " °,5.27, " " - •,% ^ 6'•O"d qA& • SF,�' . cC
LL�
oeDE• •' 00 \
l 1'X H 11 F -COVERED9. 6'PORC 4.6 S q �
( ' ,; PERSPECTIVE VIEW
ct uL� rC
'� ' •" "' P I 'F EXISTING B'X 12' U G y
1 ROPOSED e SHED TO BE 36" MINIMUM 2 x 2 � m -- Uj
�B LUI DIN ENV�PE-i '" " ' GfRgGE�O l REMOVED FENCE POST 00 iC
WOVEN WIRE FENCE 4 W `
N It
(6 x 6 - 10/10 W WF)
Z
ms� FILTER CLOTH
�^ J I% '8'X4',12UGI WA: OUT , Lu O W
to �f
+
'I- EXISTING ASPHALT DRIVEWAY AND GRA V
F " " d- BRICK WALKWAY TO BE REMOVED EMBED FILTER CLOTH Df C)
SO o AND NEW CRUSHED STONE,FREEFORM MIN. 6" INTO GROUND
8° 7 c t DRIVEWAY AND MASONRY WALKWAY Z CIJ
I•') 40ir T 00 TO BE INSTALLED Q1
CONST z !F
yI oCJ
ENRUCTIO TRANCE N 4.93 zO
' NOTE: N
SUNS �OO;�Qr MAXIMUM DRAINAGE AREA
SET.SE� 1/2 ACRE / 100 LINEAR FEET
1XiAy
SECTION DETAIL
V
SILT FENCE DETAILS
PROPOSED SITE PLAN
SCALE, 1 - 20'-011
® ,, DRAWN:
•_ " SCALE:
JOB#:
6/26/2025
' PIZ SHEET NUMBER-
S- 1
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PROPOSED EAST ELEVATION � N o
SCALE: 1/4" _ ��-o" PROPOSED SOUTH ELEVATION
SCALE: 1/4" = 1'-0" Q
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PROPOSED NORTH ELEVATOOt '
PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0" `' `,�
15 DRAWN:
SCALE:
JOB#:
6/26/2025
SHEET NUMBER:
A- 1
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DUAL FUNCTION FLOOD AND VENTILATION VENT
1'-4 1/4"R/O
CLIP SLOTS WISE TWO TOP
AND TWO BOTTOM
23'41"
154544ND THE RODENT SCREEN,LOUVERS
AUTOMATICALLY OPEN AND CLOSE WITH 8'-10�/i" '-2" -101/2"
TEMPERATURE.NO ELECTRICITY IS NEEDED fi 8' O 0 LADING MATERIAL PER OWNERS
O ---------FLOOD-VENT-c------- - -------------------------------------
A;
cc-aO d . 4
v
'� • -------------------------------------------------
d, a„A a GARAGE AREA:574 SF(GROSS) En
c
d• FLOOD VENT:1 VENT=200 SF
AFLOAT SLOTS I I I ''o
FIGURE I 584 SF(AREA)/200 SF(VENT)FRONT s
cV
FRGNT VIEW I i NT)
=3 VENTS REQUIRED w--�
I I i v I
1-TURRISOND GRPP 4 SEAL
ADHESIVE LOCATION
(FLANGE)
� I I
I I I I
I � i
Q
• O
I d t--1
Z m r-4
:O 'n c V v 0
<a� co � � 0
12"MAX FROM .. BOTTTOM OF FLOOD VENT � �
• TO BE NO MORE THAN V-0" d 3 i o M tli V•.
FIGURE 3 EINAL GRADE '
ABOVE TO OF INTERIOR SLAB _ 1 � �' n V
�L'PS INSTALLED:TWO ON SIDE VIEW I :OW Z i z
VIEWT TOP TWTo,oN EaonoM Q iT X O PITCH:1/8":1' �., O O r I
DOOR G •' �i- U} C}-'� —- —- ^— -— ' C? rtT % ,
GRADE El.
F-d 4 CONC.SLAB,REINFORCED O x•-+ u
_KYXo( • SLAB N • ,�Z W/10/10 6X6 WMM OVER O l V >; �
Z) 4"-6-COMPACTED RCA(TYP)TVENT7 0
+ �'
FRAME ; ;z D 0 i
FIGURE 2 SMART VENT® Z ° 0 `V" ¢''
SIDE VIEW in • i cSS
SMART VENT MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT i i v i Ln r=1 i
In U
ON cn
_O o n ,� Cn
INSTALLATION INSTRUCTIONS: i , , 00
N
1.REMOVE VENT DOOR FROM VENT FRAME.(TURN UPSIDE DOWN,ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE OUT) C'V I I <� , r
2.PREPARE A CLEAN 16.25"WIDE BY 8.25"HIGH ROUGH OPENING(APPROX.I BLOCK WIDE X I BLOCK HIGH) FOR EACH VENT. i ' ' 0 W
ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 17'ABOVE THE!FINISHED GRADE.
3-APPLY A BEAD OF HURRIBONID LRIP&'SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON 4HIf VENT
FRAME.MG.2)
4.INSERT INSTALLATION CLSPS'INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. I p I
5-T'HE SPRING ARM OF THE CLIPS SHOULD BE ON THE OUTSIDE OF THE VENT FRAME COMPRESS THE BOTTOM TWO CLIPS B"PC WALL w/ ,
AND BEGIN SLIPPING THE FRAME INTO THE OPENING.ENSURE THAT THE BOTTOM CUPS ARE IN THE OPENING BEFORE
ALLOW THEM TO DECOMPRESS, i i $"XI6"FOOTING s W
6.WITH THE FRAME NOW IN THE OPENING,AND THE BOTTOM SPRINGS IN PLACE,COMPRESS THE TOP SPRINGS AND PUSH REINFORCED W/ I
THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE!FRAME IS FLUSH WITH THE WALL
7-RE404ECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS,AND CAULK , 4 , (2)CONT.05 REBAR'
S.INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR MATH FLOAT PINS DOWN)AND FRONT(SMALL I I Y BELOW GRADE
SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. ' •a , .v '
9.INSERT THE TOP STRAPS INTO THE TOP TWO STRAP SLOTS ABOUT TWO CLICKS. ' _ I O
04 - v '. v4 P . vC v •v . v4 v •v
10.TO OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM.THIS WILL • '
UNLATCH THE DOOR FOR REMOVAL AND CLEANING.
-------------------------------FLOOD-VENT--------------------------------
DETAILEDSPECIFICATIONS:
MATERIAL:
L:STAINLESS STEEL 23�-11�� •,FjI
OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED W wA,
UNTIL ACTIVATED OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG.FULLY CLOSED AT 35 DEG.NO POWER N
REQUIRED F/
INSTALLATION: �^I
SECURED'W/4 STAINLESS STEEL INSTALLATION CLIPS INCLUDED AND AN ADHESIVE HYDROSTATIC RELIEF:200 SQ.FT PER
VENT-'VAPOR BARRIER
51 ALLOWS
WN.PER VENT
NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION
REQUIREMENTS FLOOD:MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WAILS
MANUFACTURE AND PRODUCT INFORMATION:
CONTACT:1-877441-B 368 1.X/XW.SMART V ENT.C OM
MEETS THE REQUIREMENTS FOR ENOWFERED OPENINGS AS SET FORTH BY:F'EMA,NFIP,ICC,&ASCE ���///""""' �✓
SUPPORTIVE E DOCUMENTS,TB 1�06,44CFR 60-3(C)(5),ASCE 2444 9CC EVALUATION#ESR-2074
00
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FOUNDATION PLAN S
SCALE: 1/4 i -0 N PROJECT NORTH
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DRAWN:
SCALE:
•�. ,y�II JOB#:
8/21/2025
6 SHEET NUMBER:
A-2
w
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23'-11"
2X4 PLATE
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SCALE:
JOB#:
t
6/26/2025
17
SHEET NUMBER:
A- 3
W
- - - - - - - - - - - -
2X10
RIDGE
ASPHALT ROOFING w/
15#FELT UNDERLAYMENT ___——— 2x6 COLLAR TIE o948"0C ———___ Q
12
1/2"CDX SHEATHING
FASCIA TO MATCH HOUSE
WITH GUTTER AND DOWNSPOUTS �Q¢ �/-
TO DRYWELL AS NOTED ON SITE PLAN 1L O
2X4 PLATE
(2)1-3/4X11-7/8 314"SUBFLOOR
11-7/8"TJ1210 @16"OC ML 11-7/8"TJ1210 @16110C
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1:11-11:1 EIF]E] ❑❑ DOD
SIDING TO MATCH HOUSE ❑❑❑ ❑❑L ❑❑ ❑❑❑
WITH UNDERLAYMENT PER
MFGR INSTRUCTIONS 1/2"
SHEATHING OVER 2X4 @16"OC or
STUD WALL(TYP)ON 2X6 ACQ \ W
SILL PLATE,SILL SEAL,TERMITE
SHIELD.5/8"ANCHOR BOLTS 1
@ 72"OC,W/I 1'OF CORNERS
WITH 3X3 WASHERS AND NUTS
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8"PC WALL : 4"CONC SLAB,REINFORCE w/
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(TYPICAL) 10/10 6X6 WMM OVER 4-6" 6 O W Z
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FA57ENERTfff: SPACMG
No.B WOOD-SCREW EXPANSION � #5 REBAR
BASED ANCHOR WITH 16"DC JOINT P
tin EMBEDMENT LENGTH t'�, ) @ 16"OC
0 4"CONC.SLAB EXPANSION
No.1D WOOD-SCREWS JOINT(TYP)
BASED ANCHOR WITH IS"OC
MIN.1 8"PITCH
2m.EMB®MENT LENGTH / 3'-0"APRON
1/4m.AB.1AGSOREW — .E— �;` W
BAs®ANa1DR WITH IS Dc DRIVEWAY
tin. Emu(
EMBEDMENTUENGIW —^
o ® o z_ .
3/ APA PLYWOOD V
1/2'APA RATED SHEATHING SHEATHING 6X6 10/10 W WF - - I _ _
GRADE PLYWOOD 0
(ALTERNATMVE'7/16.O.S.B.) o e e - E O
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1/2'APA RATED SHEATHING
L _ GRADE PLYWOOD > Z
(ALTERNATIVIVE.7/16"0.5 B.) 0 81, 8"
e e ® e e (TYP) o N
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FASTENER TIDE: SPACING: 2X4 OF
No.E ANCH CREW STI1D5 a A�4/
a,®ANCHDR WITH 10•a ® - IF•a
WINDOW STLL tin.EMBEDMENTIENGAH i ��
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS
BASED ANCHOR WITH 12"DC
PANEL SPAN EQUAL OR SMALLER 2..EMBEDMENTLENGTH
THAN 4 FEET 114. 'iy
BASE ANCHOR WITH L _�
BASED ANCHOR WITH 16'OC
® o " V
tin EMBEDMENT LENGTH
1'-4 MIN. Uj
TYPICAL DOOR OPENING x MULTIPLEPLYWb00 ASSEMBLIES F5 ENOIT lE: SPACING,.
PANS SPAN GREATER THAN 4 FEET
2 G,L,PR ill BOLTS.CONNECTED GARAGE ENTRANCE SECTION
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL ®V��W E"OC
THAN 6FEET G DNUTS@L-0WO.C. 21.EMBEDMENT LENITHGTH
N 10WOOD-SCREWS SCALE: 1/2" = F-0"
TYPICAL MULTIPLE OPENINGS BSED ANCHOR WEH 9'OC
21.EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER lam.ma IAGSCREW ) i�
BSED ANCHOR WTDI 16"OC
THAN 8 FEET 2n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AA
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO E'= •.
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 16D9.1.4,1609.6.5 AND TABLE 16D9.1"4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER DRAWN:
HARDWARE MUST ACOOMPANY SHUTTERS FOR INSTALLATION.
SCALE:
K' JOB#:
6/25/2025
SHEET NUMBER:
A-4
WIND LOAD PATIO CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUR='S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
\
RAFTER WALL STUD
ENDWALL
CRIPPLE STUD T�
e BOTTOM PLATE �V1
0 RIDGE BATHTUB y
!HEADER4
LEDGER BATHTUB
JOIST !}+�
SIDEWAL!L
JACK STUDS RAFTER A/ /
FLOOR USP NUMBER DESCRIPTION APPLICATION Hu
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1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USE NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBER1 DESCRIPTION ePPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / 9 / 9 2x6-2x8 LS26 i8ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
'CRICKET AT TOP-SIDE OF (T)
CHIMNEY VENTILATION CHANNEL
RIM BOARD AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
SIDEWALL FLASHING VENTILATION
WOOD JOIST O
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST r3 r3
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA W BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER w
,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH I'—I
ONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN D'MENSION. 7
FLASHING TO (FORM CHANNEL z
INSTALL 4'D" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE C' O
AND SO AS TO MAINTAIN AIR �I
8" - le LSTA30 i-1f4"x3D" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO c w
ON ALL OPENINGS / ACTION 4" - 6" RAFTER PT10 10-3/4" x 18go. TYDOWN 4NCHOR
EACH RAFTER PROVIDE BLOCKING BETWEEN JOUSTS THAT ARE SPICED AND I.j N +--�
INSTALL 4'0" O.C. ROOF VENTILATION / OVER (BEARING WALLS AND (HEADERS ` �+
8" - 12" RAFTER RT20 21-1 8" x 20 o. TYDOWN 4NCHOR CONNECT TO SOFFITED EAVE DETAIL o
14' - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 9 EACH RAFTER
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING f 1
ROOFING'LAPS BASE F�
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME
\/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
IL
WOOD JOIST O
TOP PLATE cn
GIRDER/HEADERR m m SJ
SIDE WALL FLASHING
1SE (FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST X Ln = a
AND ALL WINDOW/DOOR OPENING JACK STUDS (METAL FLASHING AT ALL EAVES, SIDEWAL'LS, WALL STUD m
AND (RAKES -- (PROVIDE HEMMED EDGES SO �,p y .>•✓
FLOOR JOIST(DEPTH USP NUMBER DIE'SCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4''�0" O.C. PREVENT CAPILLARY ACTION X O cC
4" - '8" LSTA36 1-1 4"x36' 18 a. STRAP AND JACK STUDS LOCATION USP NUMBER IDESCRIPTIOIN APPLICATION >; �
/ 9 PRE-MANUFACTURED
KEEP SHEATHING MIN. 1-1/2" A'LL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 'V ON ALL OPENINGS CCtINECT EACH RIDGE VENT(FOLDS FROM PEAK TO ALLOW FREE 9J
RAFTER/PLATERT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. 0 � 00
INSTALL 4''0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS O 00
CONFORM TO SLOPE /
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 4i goV
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
a+
DBL. SILL PLATE Lo U i
TERMITE SHIELD I m
r SUBFLOOR
SILL GASKET i WOOD JOISTS pp
N r
�cz
CONC. SLAB GgKT / —
NEOPRENE2x6 2x8 CONTINUOUS WOOD PLATE
w
TYP. CONC. FOUNDATION ( � 6 MIL POLY V3
/ -EEL: ITH
�
DAMPPROOF EXTERIOR b ' GRANULAR FILL n •� - I A f2 DIAO Sl
BOLTSBEAM® 48"o.c. STAG_
6MIL POLY ON EXTERIOR _ 1• ••
• Y STEEL COLUMN
.p • •, G I • d e• :e ,
CONIC. SLAB •p t•• ROOF JACK ��� STEEL BEAM
�•s ( n 1.p " ANCHOR BOLT EMBEDMENT:
r COMPACT FILL • POURED CONCRETE: 7" 4" x 1/4" x8" STEEL W
•p V a ne ROOFING LAPS IBLOCY WALL: 15" I TOP AND BOTTOM PLATE E-+
_ p � �
KEYWAY'FOOTING e V r • • C • l FLASH'NG AT NTH 1/2" x 6" ANCHOR BOLT Q
+�''� •- '-� CONC_ FTG. •p �•p L e' SIDES AND TOP / V
ANCHOR BOLT CONNEC71ON USE WITH 3x3 SQUARE WASHERS 1 2" GROUT
• (USP IBPS58 OR BP583)
p REINFORCING BAR FOUNDATION 5,'8" DIA. ANCHOR BOLT I I I ~ 3" STEEL COLUMN O
DRAIN TILE p ANCHOR BOLT CONNECTION I I
SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
NEEDED
" " " " SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL OC STEEL BOTTOM BEARING
TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3 STEEL COLUMN ANCHORED TO 24x24x12 GONG. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" /
WHERE NEEDED FOR STRUCTURAL BRACING. N
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
1 "Y
SUBFLOOR
CONC. SLAB 1
6X6 10/10 WWM DOOR FRAME
COMPACT FILL
DOORGE ¢_JOIST
USE 2X8 STEEL BEAM V
FOR BLOCKO'UT W
4" SLAB �•�
P.T. PLATE W/6X6 "AM 'SLOPE
" 1/2" AIR SE 1 • &""
4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT
_ (WITH A NAILING PLATE IF NEEDED)
• Q'� AT END AND 4 ." 7`A 2" � �• a• :• •'• . • TO BE APROX. 1/2" OR HIGHER THAN
• 4 ES OF
WOOD �p • STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE n ;;"""Q""""""�T--'--� C c c p BEAMS e� • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12' p .L• p �" 6X6 W.W
c .M. ••� -Q ,-Q �,_ Q_ m• C
T _ p e e0•'C _
' •O WI SUBFLOOR
'e A'p �'p n'� .e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM �—
11 REINFORCING BAR i ee :I
.j NOTCH EQUALS 1/4 DEPTH OF BEAM � D �o • �
•O + REINFORCING BAR ems• a O•e e �e �l-11 -
GIST
DRAIN TILE �I
12" a SHEET METAL / 30# FELT UNDEP BEAM AT POINT C LA STEEL BEAM j
OF CONTACT WITH CONCRETE CR CONC. BLOCK
�'. 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC_ MONOLITHIC FOUNDATION. REINFORCE WITH (2) ¢/4 REINFORCING BARS THICKEN SLABS BENEATH BEARING 'WALLS AND COLUMNS. '•
SHIMS TO LEVEL BEAM �---
REINFORCE FOOTING WITH (2) #4 REINFORCING (BARS. 3" MINIMUM BEARING SURFACE FDR WOOD 'BEAM DRAWN:
GARAGE DOOR BLOCKOUT _
SCALE:
BEAM POCKET
` JOB#:
6/26J2025
SHEET NUMBER:
r
A-5
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES)JAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL::-8d COMMON EACH BUILDING HEIGHT
TOP PLATE 10'WALL-4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) r��
in The information within this set of a intended as a documents is related to basic design 2).R cal framing
and s ASSEMBLY: CEILING JOIST 8'WALL- -8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE W
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PERTABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301 2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 0construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SEC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA so
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PERTABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM-SEC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS KA80 Q
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs a ATTICS WITH FIXED STAIRS FLOORS Lf36obove and studs below a floor level shall be attached with uplift Connections in COLLAR TIE AS PERTABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 w
TO RAFTER WFCM-SEC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8 THICK 80 CEILINGS(PLASTER,STUCCO) L/360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ( " ) ^
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) U240 F+y
accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) H/360
3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16dCOMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shalt be used with the anchor bolts.Anchor bolt QTY. SPACING
P p g p q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to ar spaced and sized in accordance a table 3.2a.In addition la spacing, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings.
corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE r�
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO C NAIL V 1
attached with Sd common nails at 6"o-c.at the panel edges and 12"o.c.in the field,and O.C. FIRE PROTECTION Sym.. SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
gyp P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS S O O
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified
in table 3.15a-b. TOP OR BOTTOM 2-'6d COMMON PER 20 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 6d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
,BAND JOIST, 2- 6d COMMON W W Z
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 to
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Q
FLOOR FRAMING; LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be,permitted to be increased when (MPH) tJJ o
NAIL NAIL
2).All footings to rest on undisturbed(virgin)soil- interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES O l�
QTY. SPACING MODERATE SLIGHT TO
3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE
P 1 g JOIST TO: PER TOE TO HEAVY MODERATE C-' cV
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4 8d COMMON JOIST NAIL Cn O
s).CONNEd/orgisAROUNDonssha0RWA11edwithGs: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 s.i..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O. . 8d COMMON 6"O.C. SEE NOTES:1,3) g p• TO END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3.16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( )
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. . 8d COMMON @ 4"O.C. SEE NOTES:1.3
6).Crawl spaces to at provided with a minimum.of area.
"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL
Sx16 cast iron foundation vent for every 150 sq.ft.of area. o
JOIST ON LEDGER PER TOE NOTES
DECK AND COVERED PORCH NOTES: 3-8dCOMMON
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL r� v
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. cv
N.Y.S.Residential Construction Code.A 6=mil polyethylene film shall be applied over ➢).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END erh ,t
the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO cr) cry L
g Po p g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, is n +
BAND JOIST TO- PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ry
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMONM
SILL OR TOP PLATE FOOT SEE NOTE:7 rn M O
Girders on concrete piers shall be anchored with proper steel connectors anchored ,� � -+•�
into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. ROOF SHE I N 2.Tabulated 12 inch D.C.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES g ) p g g g " 0
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. >; C5 O
1).All framing techniques and methods as prescriptive design of current SEC High Wind NAIL .NAIL f=, "3L
3).Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. JOINT DESCRIPTION E
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QT1'-' SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 1 a;
below grade.Porches with covered roofs shall have 12"dia.concrete leis for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O e-
2 .Unless otherwise noted,all framingand structural wood material to be#2+BTR. g P g STRUCTURAL PANEL 8d
\UFCM-SBC O M Q
Douglas Fir. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ,� � .�
g 4).Deck joists to have blocking at 8'0 o.c.. M v M un
CEILING SH EATH I IJ G: NAIL SPACING NAIL SPACING AT INTERMEDIATE + _,43).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES E
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL In U
otherwise. JOINT DESCRIPTION Cn m
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3 (BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. IY
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD N v
O g• 5d COOLERS r
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 O W
6).Concrete piers shall be a minimum 6"above grade. s~
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 20wall NOTES
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fore to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
5 .All flush beams/headers to be installed with hen du alvinized hangers and ) 8d COMMD 1).For wall sheathing within 4 feet of the tamers,the 4 foot edge zone attachment requirements small W
duty g PLUMBING NOTES PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. 7A6"OSB 3"O.C.EDGE Ql
PLYWOOD 5d COMMD 6"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with a'1
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential - U (J
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGEI CA
G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O
on plans. WALLBOARD 10"O.0.FIELD 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g P �
other access openings unless otherwise noted(typical).
3). If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
JOINT DESCRIPTION �S
8).Dormers running up roof rafters are to be supported by double rafters on either side Provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEEND AN FIRE STOPPING AT TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX
State code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR
HVAC SYSTEM NOTES V OR LESS 8d COMNlO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 D.C..Use solid blocking in floor joists MIN-44"saL-AFF Q
under all bearing walls. NYS Residential code R302.11-FIREBLOCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES; R-bbdking shall be provided to ant offall amaealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,.and between a tap story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction an the following locations.
needed. 2).HVAC subcontractor is to full coordinate all q EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. V
y system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In ooncealed spaces of stud walls and partition,eluding fhxred spaces,at the ceiling and floor �
equipment supplier. levels.Concealed horizontal furred spaces shall also be firebl eked at intervals not exceeding 1D
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass(fiber shall be allowed as fireblodking in walls constructed
1).Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: �✓
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel ed;e.If wall sheathing
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher I)-NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such as shear plates,Shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be Installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced toll-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 _
torch dawn type material over. and R315 of IRC.
t s� DRAWN:
�.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS cowMNs To BE HB&G �}'�;, � �� SCALE:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTAL.WITH CAP
AND BASES.USE WITH FLASHING CAPS TO 1 JOB :
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