HomeMy WebLinkAbout42358-Z rowN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 SLINCY__
Southoldtownny.gov PERMIT NO.
Check
-------------
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Apj�lficai'011.
Flood Permit
Examined 20
Single&Separate
Truss Identification Form
Storm-Water Assessment Formyy —
Contact: Paul S.Szpara
Approved 2,) Mail to: 43-30 44th St.,Apt.4F
Disapproved a/c Sunnyside, New York 11104
ro
0,
Expiraflon 20
.�s
I Iv. ctor
2
I,PLICATION FOR BUILDING PERMIT20 7
1`0 Ali OF SOCTHOLD
Date Sept,21 '20 17
INSTRUCTIONS
01" OI nit
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
43-30 44th St.Lp
Apt 4F,Sunnyside NY 11104
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
OWNER
Name of owner of premises Paul&Leyla Sz ara
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
..........
(Name and title of corporate officer)
Builders License No. -----
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done
1830 Sigsbee Road,Mattituck NY 11952
House Number Street Hamlet
County Tax Map No. 1000 Section 144 —Block 1— _Lvt 12
Subdivision Filed Map No. R10-130-0058 I of €
2. State existing use and occupancy of premises and intended use and occupancy of proposed ;a„°gym,iu.ti.,i i� :,
a. Existing use and occupancy p
b. Intended use and occupancy Single Family Residence '
3. Nature of work(check which applicable):New Building-X
Repair Remotral g — Addition Alteration--
--.—
— Demolition Other Work
4. Estimated Cost--- Fee _ (Description)
5, If d'wellrng,number of dwellingunits (To be paid on filing this application)
If garage, number of oars — — Number of dwelling units on each floor
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of'existizagstructures,if any:Front Rear
Height Number of Stories --..— Depth
DF(nensions of same structure with alterations or additions: Front
Depth a Height Rear
Dumber of Stories "
8. Dimensions of entire new constructiow Front,
Hei Depth
g? Number of Stories
9. Size of lot:Front Rear Depth
10.,Date of Purchase 1 211 4120 1 5G
Name of Former Owner NOFOLAND LLC
11.Zone or use district in which-premises are situated S.C.T.M. NO, DISTRICT 1000 SECTION 144 BLOCK 1 LOT 12
12.Does proposed cOnstructionviolate any zoning law,ordinance or regulation?- s NO
13.Will lot be re-graded?YES—__NO _0 Will excess fill be removed from pre si es?YES NO
14.Names of Owner of premises See Contact Address
Name of Architect Address Phon'e No.
Phone
Name of Contractor No
Phone,'No,
15 a. Is this property within 100 fect_of a tidal-,vetla;nd or a freshwater wetland`$*YES NO X
IF YES,SOU1'HOLD TOWN TRUS'T'EES, ;D_E.C.PERI IS MAY BEREQT.ITRED,
b.Is this property within 300 feet of a tidal wetland?*,YES---NO ,X
IF YES,D.E.C.PERMITS MAY BE REQUIRED:
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point ori property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restricbons' ith'respect to this property?*YES NO X
*IF "Y"ES,PROVIDE,A COT'Y.
STATE OF NEW YORK)` 'THOMAS G. IVIEV
SS: Notary Public,Slate art-New York
COUNTY OF SuffolkRegistration#01 M5ti22102
--—..--� Qualified In Queers-County
Comnrojsslsrp Eypire; 00k 7,201,8,,
Paul S.Szpara beiu gdul sworn,deposes and says O pplicant
(Name of individual signing contaact)above named,
g V p y that she is the a
(S)He is the OWNER
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to mak, z/i `file this app-4pati an;
that all statements contained in this application are true to the best of his knowledge and belief,and that the work will,be
performed in the manner set forth in the application filed therewith.
Sworn to before me this c
_.....'Z day of k 20 L 7
Notary Public a nature of A t -
IF
Scott- A. iRussell 4, TO�E AWWA 1EIR
sUPExvisau MAN A\G]EhW ENT
5OUTHOLD TOWN BALL-P.0.Box 1179
73095Main Road-SOUTBOLD NEW YORK 11971�IT 0 Town of Southold
IWA
C1ER 236Www - STO..RIVTER AGEMENT WO SHEET......��.w_
t ( TO BE COMPLETED BY THE APPLICANT)
VEY ..
_ F � �� roLa��w�ra ;
)r THIS rnOJI��,I� 1"l�vo�. .....
(CHECK ALL THAT APPLE
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E-1 11 E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet t orr
mo e, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces. i 7_6
E
nswered NO to all of the questions above, STOP' Complete the Applicant section below with your Name,
nsweredYES to onear moeof the abovcT please submit T copies of a Siormwaier ianagement Contro] Plan
mpleted Check List Form to the Building Department wit ii your Buildiug Permit Application.
'1 Itl A
APPLICANT: ;'Prnrxrty Owner,Design Professional.Apau_Contractor,Otho] ' 1000'
Lk-
'4
f,
I
k L.rq
-
1'.mwetl By
P;01 en _1drh e_: I 1 l car n 01 C. ,.sal �c :o:, 1Vc, _.
_. —
a �ryt a d ,.r i roceNjnv Buddino Per t3(
i
nt -i tier�lonacr�ucnt �on;tui PI n No; '?eGuared
4 . :L [er Li .r t f i'I t pid : i]Re;(:1:1 C;�
-( ,I w�f
rl
CO _
y ✓1
:J A
E c v ,..' m '�
— um..
` zn44
C1 L1 W
M O o
rY � 11 L !
U
i tux 11,4
a) ac.> j
u"�
C:
Q-
- _ w
cz
cc
Wi
IS
ct -:2 0 m 0 mQ1
v O v til -CD
:O E a p mry Vg
z 4 3
ti � LD E I E
w �W
c A u
"" ' I
6ra: o p aCl
C) u
,m
1 ppryyryp I
i
Arb �� .�ey:N� vr„ —wwimi- �hmJ.
f —pc m wet rm ary .rr.x r
i O
013
��- 61 N n V7 K1D m O _
O C C V7 C Q) N C O
D _ bz
Y r O E O N
-
t-. RS' Lil
i� L._. m -d b0. E R N a� ` ua 3..
L C _ R
,� — Q Y E O
ca 'yl :6 U d R '^
M h - iti y c� p a, '� _ U w u ar -0 ? c c c `T
C (!J"i {!� p Vl a o ,a u ,-�•. n y / „�,
c' m m > L, C — :n C O v u — c c o
Gl N E cV a- '-nay n, ?-
iz - vt > 00 y n Q ,a od"ua
TU U v C QJ J r _ L N 7 �: 7-1 U [a l
07p GC �Io o F_ rc
� cri '
v c✓ �n r. '� >. �1 lJ - :�s —.� � O ci a aaa� E � �'r
_ — - mi
v,
Ji 6
O O
— "C.� n s X T - O t, O -
ca C = O .v � -- C Cl- Q oQ. " - o � a L.:, i/?
a a,
^ n. 6: cz
�4 Z5
L t �l u•`, c, a �' p �p�p O_ s � C� o O �� � 3 � o w' U � rvuk
' >. J
ci
&F = t — — `1 ✓: J U
n > -
r rl_
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5a. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date.-------
New
New Construction; Old or Pre-existing Building:m.......... (check one)
Location of Property
douse No. Street Hamlet
Owner or Owners of Property: � .-
Suffolk County Tax Map No 1000, Section _ __Block_j.. Lot
Subdivision _ Filed Map. Lot:
Permit No., of Perm
# �9�, 6K,,,�__Date it. 10 '?.OI Applicant: Pfj-()
Health Dept. Approval 71Z 4S/-# Underwriters Approval: y ym
Planning Board Approval: J _ ,.
Request for: Temporary Certificate.,--_.... Final
Certificate:--.. 1"' (check one)
Fee Submitted: $
ppcant SipJla I''w
to
Ny W,
cn
il� 08. 1-11
z
1:t
IIZC
z Ed Z>Q N
*0
I I 1w, 0D -j
Q:z !2
iruvA M 0
Cv- C, OU U i, 2
z z cc
A
ct, c
U
<
z U�,
pk 0 C
F VI 4 N.�z
L-2m
m r�
Wm
5
CL
rZ
W
a,
z VL
Z
ZE
14
SIGSBEE ROADae
0 C4 Q 'I
c m: C14
-------------
�JMVM ONILSIX3 CL
L
IS20'38'00"E 50.�O'
ui
Z'-Qz Y-W301S 'ONOP x 1D
-1 U- 0
0 CO
353-4 XMIM
z
0 5 YHO
781'.51' US
MIN Xk_,,W- -
0
d M, OR 110 WO
W uj C*4
z I VMIN g --j
i, C CL
j.
11�4 .1 k
oz'UA d
a-
K 5 0 WZ !!1
vi
5 "co I OWIN uj
I I Ca 0 LLJ La C=1 -Z
S.T L3 I I I cj 42 f2� -- =1
c 0 q-
z 02 W< <m Im
>;1 In L 0 0
5 a 00 41 R
w --Cli z
Lu
MIN 0 57<
Ed - -.' u' Co! r, <
4.0':�::�:: f I Z LU EBB .. I� s 0
<
LL
z u
O
Li <
C)
w
zo .0
0
1c,
wz
z 3 z z wm
3m �m =11
ui
gS OR A,
z
0
IL
t 'ilk
z V)z
0
0-�] 6i Jill
0 0 12
C.) CL
i- Yz
CL
V)
00 oo
-0 oo
CQ CQ
Li
0 CQ
an
V.
och C�
Ln
0
P Oj foo
x 30N3U)WNIV140
N
N 20*29'00" W 50.00,
0
LAND N/F OF MEGA STYL LLC gp
o
z
U1,
z
zacorn�
z
BOARD MEMBERS so Southold Town Hall
�� �
Leslie Kanes Weisman,Chairperson � ,� 53095 Main Road-P.O.Box 1179
Eric Dantes
' Southold,NY 11971-0959
Office Location:
Gerard P.GoehringerQAC Town Annex/First Floor,Capital One Bank
George Homing c� d 54375 Main Road(at Youngs Avenue)
Ken Schneider Iron Southold,NY 11971
http:Hsoutholdtown.northfork.netg l p
ZONING BOARD OF APPEALS -� ! S a�
TOWN OF SOUTHOLD JUN z 5 20
Tel.(631)765-1809 -Fax(631)765-9064
SoLeo d Tgn leek
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF JUNE 20,2013
ZBA Application No.: 6656
Applicants/Owners: Mary Ann Wolczok and John Wolczok and Janice Aloisio
Property Location: 1830 and 1880 Sigsbee Road,Mattituck,NY SCTM 1000-144-1-12&13
SEOR DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and determines that this review falls under the Type 11 category
of the State's List of Actions,without further requirements under SEQRA.
S f OLK QQtINT"y' ADMINISTRATI VEQDE: This application was referred as required
under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County
Department of Planning issued its reply dated May 15, 2013, stating that this application is
considered a matter for local determination as there appears to be no significant county-wide or
inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is
listed under the Minor Actions exempt list and is not subject to review under Chapter 268.
BASIS OF APPLICATION: This is a request for a Waiver of Merger under Article II,
Section 280-10A, to unmerge 7,230 sq. ft. of land identified as SCTM #1000-144-1-12,
from an adjacent land area of 7,237 sq. ft., identified as SCTM #1000-144-1-13, based on the
Building Inspector's February 5, 2013, Notice of Disapproval, which states adjoining
conforming or nonconforming lots held in common ownership shall merge until the total
lot size confonns to the current bulk schedule (minimum 40,000 square feet in this R-40
Residential Zone District) this lot is merged with lot 1000-144-1-13.
Lot 1000-144-1-12, is also known as lot 37 on the Amended Map Property of Mattituck Park,that
was originally filed Jan. 12, 1926, and Lot 1000-144-1-13, is also known as lot 38, on the same
survey map. Parcel 13 is improved with a single family dwelling, and parcel 12 indicates a small
accessory structure in disrepair, noted as a frame garage, as shown on the updated survey drawn
by Nathan Taft Corwin 111, dated March 13, 2013,that was submitted by the Applicants.
Page 2 of 3—June 20,2013
ZBA46656—WolczoUAloisio
SCTM#1000-144-1-12R 13
FINDINGS S OF FACTY REASONS FOR BOARD ACTION,
The Zoning Board of Appeals held a public hearing on this application on June 6, 2013, at which
time written and oral evidence were presented. Pursuant to § 280-11 the Applicant has submitted
documentation, to the satisfaction of the Board that these lots were merged unintentionally in
2001, with the purchase of lot 12 by the same owners in common of lot 13. There have been no
transfers of ownership outside the family since the time merger was effected.
Pursuant to §280-11,the Zoning Board finds that;
(1)The waiver would recognize a lot that is comparable in size to a majority of the improved lots
in the neighborhood because the Sigsbee Road neighborhood consists of 49 lots, of which 30 are
of similar size to the proposed two lots.
(2) The waiver would recognize a lot that is vacant and has historically been treated and
maintained as a separate and independent residential lot since the date of its original creation
because: lot 12 was created in 1926 as part of a subdivision named Mattituck Park, and remained
single and separate until Jan. 12, 2001, when it was purchased by the owners of adjacent lot 13,
who at that time were unaware that the purchase of lot 12 in common ownership would
precipitate a lot merger as specified by Code 280-10 Merger and Local Law No.23-1995.
(3) The proposed waiver and recognition will not create an adverse impact on the physical or
environmental conditions in the neighborhood or district because: Unmerged lot 12 is one of the
last, if not the last, unimproved lots in the immediate neighborhood along Sigsbee Road. This lot
will be served by public water and an onsite septic system,which is similar to the other lots in the
neighborhood.
RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant
to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was
offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried to
GRANT, the waiver of merger as applied for, as shown on the survey by Nathan Taft
Corwin 111, dated March 13,2013, with the following condition:
CONDITION:.
I. Proof that waiver of merger is effected by way of a deed from the applicant to a separate
individual or entity conveying title to that portion of the property known as CTM 1000- �
144-01-12 be provided to the ZBA within 2 years of the date of this decision. Failure to , vX
comply with this condition will result in nullification of the waiver of lot merger granted
herein.
2. The applicant must obtain a pre certificate of occupancy for the existing accessory garage
located on SCTM41000-144-1-12 (aka filed map lot #37) as noted on the survey or
remove it within 90 days of the date of this decision. m �i M I—IS
. .. " lo I
Page 3 of 3—June 20.2013
ZBA#6656—Wolczok/Aloisio
sCTM#1000-144-1-12&13
Vote of the Board: .oyes: Members Weisman (Chairperson), Goehringer, Schneider, Horning,
Dantes. This Resolution was duly adopted(5-0).
�1-c-sile Kanes Weisman Chairperson
Approved for filing � / /2013
... gx..rw c- a,oFaxe:ua..a„ `P ...a-4aa Y,r :naeur„
=1ilN:
Edit V ew Food t:war 'V6n di bw Help
1144.-1-12 473009 Southold Active R/S:1 School: Mattituck Scho
Nofoland LLC Rall Year: ,2� CurF Yr Vac Wimpry Land AV: 400
1030 Sigsbee Rd Land Size: _16 acres Total AV: 500
a Pamellwl4 112 Owner i Tax Bill Mailing Addressl 3rd Party Address 113ank
L History _...e,
e Asslessment f tat Ore ner q o s/raerr uli tl nr r crate (Rio t Clic kto ddl
.Spec Dist(s)
-.fl IDescdptioni 1
Owner
t.......:J1 Images
i
( j Last
am !Company _ . ... First Name MI.- Jr.,Sr.,etc:
Cies ast Name
Lj Site 1 Res ��,_ .,.
1 Sale11/12/13Attention To/In Care Of: Additional Address:
t°.:N -Site Q11)f3es mm.
.. Sale00/20!10 �t ix ural.. m. .. t SL_1
Nit N�+: Prefix Dir: Street!Rural Route: St,aw,rlt�a� Port Lear ILlnutl�#azne q.lrait N
- �Site(1JRes 15
'��r�
i Sale05/15/03 Sox No: City/Town.`Redding State: �� Zip Code
J T1
SMel1/12/011 P® _
Farrfr�ld Sar Cd: Iruar�Eup .°a .� q
1 ( �m ":.f. CI
Caul* enter if not"USA's >�'faUse Owner Type: j
P=Primary j
Owner's Primary Residence
, f
w.......,. .._..,_„ ..,........,
,..._......._ III ...�.�.�.. ...�
,%IF — 4 IIQRW%o�w q tko-11111Qm -J—mu,cl N11,1,14,- "xmmjug,y,
Fih-- Zdit Vew Toolbar Window Help
r. WIN R.--) 0 14 4 V I a M V ff nE M Q
1144-4-13 473009 Southold Active RISA School: Mattic
Wolczok,John 6 Roll Year: F201-5 Curr Yr Seasonal ves Land AV: 400
1080 Sigsbee Rd Land Size:0-16 aCFCS Total AV: 2.100
Lj Parcel OwneF Tax BM MailingAddress 3rd Party Address Bank
-J Hilstor.y 111-1-1----"",-11-1111111-1--I- ---1"I'll,-—"I'l-................ ........................----..................
0 M" Pot jq �Iq of
Assessment
Spec Msk(s) Janice Alloisio Owner Type:Additional Desig Status:
Descdp6on
Owneil[s)
Images
Gis Last Name Company. First Name: MI: JU.,sr"LA'c,
..... ................. , 7-.... .... ....
Site l(l)Res lWolczok Pohn f r
S atel 1111/14 Attention To In Care OF Additional Address:
-Site[l)Res
. ........ Sale09/02/10 Street No: Prefix Dir Street I Rural Route:
( t StSuffix�:
PosDir. UnitN.a.....m....
e: Unit Deo:
-Site1Res . — ................Fve2-
Po Box No: City/Town: stae: Zip Code:
aFmingdale
i1 t 111735-
Country:enter 9 not"USN" gar Owner Type:
............... .......... jiust P,`-=,-,P,ri m ary,
Owner's Primary Residence
Ri eadj
110
............
LM.
Telephone(631)765-1802
Town Hall Annex Fax(631)765-9502
54375 Main Road
P_ O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION
Date:
t
Owner: � �.....,....�... ..�......�.
A, Z
Locationof Property: � � ( l
Please take notice that the (check applicable Iline):
esidentlal;structure
New cor�amercial•t�r r
Addition to ekistincommercial,,,,or residential structure
R haibilita on. ',an existing corhmercial or residentia[,structure
to be constuc ed"
r 'or,performed at the subject property reference above will:utilize
(check applicabl 'eine):
Tstype construction (TT)
..
Pre enigineerbd
d wood construction (PW)
Timber construction (TC)mm
in the following location(s) (check applicable line):
r` Floor framing, including girders and beams (F)
Roof framing (R)
Floc and roof framing (FR)
Signature:
Name (person submitting this form):
Capacity (check applicable line):
Owner
Owner representative
TrussReg15_docx Effective 1/1/2015
b 2 C') rw O
O ap-100 KO am -t,
_
IM
Z O
O IA
GIS Iw I �
�.. ,,,....,. . WOld �),IS V03Vq J0 3/N GNVI
C) S
,00'05 A 1100162:o0Z N w m
—x o
4'CHAINLINK FENCE oIO p
_O N 1'^
m om T7 C7, o r0 z .i
CA
-00
! II 0 v to 0 m
itip �7 mOm e e
_ D 0—�+'CI a: iV N o
o �y N 0 17) r N N r x
my C)
0o m m�m y 0 0 0
u c N G)is , w w
r o (I ,,,,k 00
G)
C
_ r 1T' Z v
rCD-
o 0
giic z^
�o
A tai, 39.0' -o 0
W ym Ox m.,l
I'i a� O N O to -'
3/ _ O fl'i� NCE
O _ •�� m� I?Di07f
P�
,/ O v y 2 A imn tai w p O
0
Ih'i N O O
Ln ~O to m K
Lm O m = D Am;u
O1 2 <tt2 G 1111 rTy a m n
o ?,, l p f N o
o.oa O 2 - v jO
N
tz i 0 O C m r mei �� Wood, �m o <
? O _ Ow n;b 2$i vwom ImNIW,Ot P
> Z 0 (Cj Q
C
��
n- :9 N �ga9�� d �! INlw,ot "� �� N o Gus
N 0 m 0 M�o`n �a O . _ 1� O i, O
H _
a IoM t5'l8G I NS
N
y h0 Ma y a .cn 4'CHAINLINK FE CE gz
D 0O O a:z g r��O I'00 �t r.T"00,tn'f t'. CONIC. SIDEWALK z'
ry y
O C A M 2',M;nEXISTING WATER MAIN._.._. .,_.._..,_.._
o 71
-10
a� �pp poems i Q Y o N Haas-Dis N
An,DO ' co m
p�
h C
Z oma°"� - �H
a r "llll diii�l
°c w flz �' c l
F v O q �l m C rn h I`i 0,, b mlYw" 4'vd 5w nwti I�
51
° Ma{+
' a710 x o mC2 '��vr pp� 2a I> Iw "' uM yr
_ % a< A 'l a 2 a In b !:_4 A Iy ,� 1k MSI ; II M
'4 w �-.p O oZ N z h� b 2". to Z ni -.^ hh }.T ''"o ti+r00
"
a m CJ- + O M1C ; � 'b0 n0 :.9 ,^`..
C ° � a n �� z� �o wImµ y
In
Sm c was toM1
pe c N * �C aga
D z
o> n �Z ryLm oaf i Mk"M ilr -rn �' s
h � ten$n o ry a lipm o a �*, M y g b o r I"s'li "1
uti40
N
C w ^t
o Y t 2t�:
0
0
t
w
Oa o �
°° H
a. od H
ELI I
O
L--J
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
1
-♦-� W
Q) Z
� ZZLs
J X O N
QOO �
1 1 oma ~
� a � o
(Dao0
0 0 � W
LL
00 E 1
DRAWN BY: JF
0
.1/7/2018
SCALE: SEE PLAN
® SHEET NO:
RICHT ELEVATION
SCALE: 1/4" = V-O"
w
Oa
z
W `� x
V) W
a o
o 0 �
dd
C.
O
En cz �
REAR ELEVATION
SCALE: 1/4" = 1'-0"
W
Q) z
zZzo,
0')
a a x
oao
� Qoo �
OIC4D �1
LL
oma ~
1 D 1 � l
' ❑ ❑ , DRAWN BY: JF
1/7/2018
SCALE: SEE PLAN
LEFT ELEVATION SHEET N O:
SCALE: 1/4"
W
LLj
Vol
oa o
N
40'-0" W
6'-10 5/16" 28'-11 11/16" " 1q Z
4 -2 Q a �
Vol W "' v
a o �
" ---------------- ----------------------------------------------------- --------------------------S)<16aENT-------- + 0�00
~
I - - ,
a. H
I
I 1 1 1
1 1
1O 1 1
�H , O I I
1
v N
/, 1 1
�, ; U- i �� 2X6 ACO
I I
I 1
W I 1
N I 1 0 1
-
I
-1-elf �1 �� 1 I� 1 �� 1 I v, I O O
I I I ' 1-9 -1-8 ' o i :: 0N I
O ' 1 ' 1 (3)2X10 DF#2 GIRDER (3) 2X10 DF#2 GIRDER
i-.�- j-- -- --_-__--_---__---_---'- ,
-==x :12'PIER w/- ___=__________ - ------------- --------- --q i _O
N i i ' ' •---- 1 ' ' _ ' i I 1 1 3'BELOW 1
LALLY COLUMN I I i i GRADE; , N
w/2'X2'Xl'FTG. OL
1 1
1 I I I 41-011
I 1 ,
1 1
I I 0 N
`p4hI I*hI I
1 I I I
o,_(2)2X10 _,o I 1
_IUJ
x _ W
o FLOOR
N ' HATCH A z � z Lo
1 ' -
SI ; ; (2)2XIo 1 NoU W co 0 N
C14I I J
O < o0Zo
1 •----- ------------------------------------------------------ ------- ----------------- I ' _
1 1 I 6L1
• ---------------------------------------- ----_- -- ------ ------- ---------------------------------------------------- a
1 O =
a
2X10AC�(2 /, O I�,. '),z•t%i :'� �
ie 7T
Qj
, Sit A
1).8"THICK CONCRETE BLOCK CRAWL SPACE.EXTERIOR OF FOUNDATION
BITBE UMINOUS S PER N.Y.S.RESIDENTIAL CODE WITH A
TUMINUS COAATING FOUNDATION
OU 'DATION FLAN
LI7""tN DRAWN BY: IF
E
2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. SCAL : 1/4" = 1'_011
FOOTINGS CONTINUOUS
NDISTURBED O 0
IL(MINIMUM 00#C PACIITY),ALL FOOTINGS TO REST ON
U 1/7/2018 1
/7/201 8
3).FOUNDATION SLAB TO BE 2"THICK.
4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES SCALE: SEE PLAN
TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS
SILL GASKET.
5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF CORNERS, SHEET N O.
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A
MINIMUM 15"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE
BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN.
W
c�
0 a �
40'-0"
l'
�, i ll i II II W
-I-O 5/16 9 -O� �-6 3/16 6 -D 11/16 6i-O 11/16 41-411
� V
F� 0
O
3-2x10 . O'd
3-2x110 3-2x10 3-2x10 3-2x10 ..., E"I
TW304to Cs32 TW304ro TW3046 TW304ro
0
lo
^,
ol
L�
(V S
7L/ O CIO
O
o yr BAT4
AREA SCHEDULE C 3 00 ,
NAME AREA BEDROOM
00 �
LIVING SPACE 960.0 sq ft. inr ;
GARAGE 300.0 sq ft. ctl '
W/D�r LIVING / DINING 0 0 N
ZD0
m
1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH „ — '
RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 5 2_g, O U-
lu
MANUFACTURE'S INSTRUCTIONS. Q `(� - 6'-2 11/16" 0
2).ATTIC SHEATHING TO BE 3/4",APA RATED PLYWOOD. _ �p LnICOvo
; _ 0 ■
3).PLATE HEIGHT AT 8'-4 3/4"UNLESS OTHERWISE NOTED. a~o
n %b
4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 2-4" _
2-O 5 -1 1/1 3-1 2 -9i4 2-O '"- _� "f'� W
n ui ' " ' n n
5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. _ Ll l
4 _� o m
6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS m ' PULL ' 2-0' z
UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK p DOWN ----
Q)
STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH _ 00 ; STAIRS ; __ __ z CU z
SIDE FOR MICROLAM HEADERS. O v cN ; ; ' , Lo
N O �
Xo - .
7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS AD O `U) ; ; ; FLOOR KITCHEN ° CV
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, }' OFFICE _ `------ HATCH m J X --�
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. _ cc I{ Iti1 ' ' v' z O 0
ENTRY `------
PER CODE. .�V _^ O m �
8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE N (n O = M
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1p O O 0.. O
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 10
O O Co
W Co
9).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH
OWNER.AT STAIR(OR ACCESS OPENING)TO BE MIN.30 WIDE, l '
T
250#CAPACITY. W3046 Cs32 3-O" 6,-S" •1L �, �n^ ��
3-2x10 3-2x10 x
3-2x10
10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. �' a
WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30
11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK '
BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT
SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE
AREAS. 4'-11 3/16" �'-11 " �'-O 20'-0 13/16"
12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING.
13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 40'-0" 701 DRAWN BY: 3F
14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS
OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. FLOOR
OO �� �I 1/7/2018
L
INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. I �
15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. SCALE: 1/4" = 1'-0" SCALE: SEE PLAN
SHEET NO:
W
ci
oa
N 0
ck ,.4
4'-0"PLATE HEIGHT W Fii
W v
a o
0 Cn
00
oZD
L
12 O
1.4
ce
s
S.U-
0
x
N Dim W
o
til ttl
F 2X12 RIDGE 3
v
O
Z
12 �
oc
8 NN
o `
o_ NN
N
1 UJW
V
4'-0"PLATE HEIGHT
z � Z �
v
J (o N x 6
cA QooC'o
1).INSTALL 2X6 DF#2 COLLAR TIES AT 16"O.C.OR AS SHOWN ON PLANS. O m
2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS O � M
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, � O (.0FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. W
PER CODE. w ��
3).APPLY 3/4"THICK FIR CDX SHEATHING OVER ROOF FRAME. },L $tip
ROOF ( ` e �t
t�1' °C
�� y�`'(
4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND
DIRECTLY TO THE DECK ALONG EAVES. SCALE: 1/4" = V-O" C;�
5). USE ICE&WATER BARRIER UNDERLAYMENT.
6).DO NOT INSTALL UNDERLAYMENT
ON WET/DAMP PLYWOOD!!!SHEATHING
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE
WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS
COMPLETE. n�//��
7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. DRAWN BY: JF
USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WITH AT
LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.
USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 1/7/2018/ /201 O
CUTTING INTO SHINGLE SURFACE. 1 1 O
8).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400
AT
RIDGE VENT A
OE ST COR-A-VENT X-5 AT ROOF-WALL
INTERSECTIONS, SCALE: SEE PLAN
T RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS.
CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO
CONCEAL VENT. SHEET
9).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. V H E E T N O.
2X12
RIDGE
122X6 COLLAR TIE @16'CIC ---
W
aoz--
�,o
PRESCRIPTIVE DESIGN PER R402, 2015 IECC: N
FLOOR SPACE R30 CEILING 49 - OO w
R-VALUE R-VALUE: (P /W z
_ F+•1
*EXCEPTION FLOORS: FENESTRATION 0.30 cmV 3/4"SUBFLOOR � (n
IF FRAMING MEMBER IS R19 U FACTOR: 11-7/8 TJ1560 WOOD-1 @16"OC
TOO SMALL �.iJ EYj
GLAZED
SLAB(HEATED) (2'PERIMIEfER): R10 FENESTRATION NR 2X6 STUD WALL(TYP) t ^ V
SHCR: 5/8"SHEATHING • 0
FRAMED WALL SIDING R20 w/NDERLA MENT OO
R-VALUE: SKYLIGHT 0.55 ® ® 0
U-FACTOR.
BASEMENT WALL ---Io!dCIO
(CONDITIONED SPACE) 15/19 m�tF
R-VALUE: a
� O
2X10 DF#2 FJ @16"OC
(3)2X10 - - - - -
GIRDER
LALLY COLUMN 8"BLK WALL Q
DAMPPROOF
11/a 11/aSECTION
t O�l � 71, 2°CONC.SLAB
3 1 t Z
11/
2 11/4 11/4 11/2 1 1/4 3
1 1/4
LAV. LAV. W.C. SINK SINK L+/-" /1 I/�II I I_O11 2'X2�X1' 16"X8"FTG.
W.M. D.W. 13'
�J1sfi CONC.FTG. (2)#4 REBAR ,
BA H
F.A.I.
11!/2 ul
C.O. 3 1 ua 1 1Q 1�11/4 3 2 C.O. CO. .13 3 »2 C.O.c.o.
3 � 2"
3
0 12" 0 0 ]2"
• • • • •
4 _ 2'
SLOPE"
`
SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVED
4"C.I. SEPTIC SYSTEM
PLUMBING SCHEMATIC TRAP HOUSE O O O 0 •• -0 III
Q)
z
N.T.S. z (D Z Lo
• o •• JX0N
0 0
to Q00Zo
•— zZ
0 o cn0 = cj
3/4"APA PLYWOOD //l
1/2*APA RATED SHEATHING SHEATHING U) LL
GRADE PLYWOOD W
• • •• • 1
(ALTERNATIVIVE:7/16"0.5.8.) • Lim
1/2"APA RATED SHEATHING
GRADE PLYWOOD `.�I-'z_•',,,� `'�
(ALTERNATIVIVE:7/16"O.S.B.) • %� '`�
w lil
2X4 DFii2
STUDS ','�. ., `_JI• r
WINDOWSILL TYPICAL WINDOW OPENING • • •• • • � ' v, .'r.�����
PANEL SPAN EQUAL OR SMALLER
THAN 4 FEET
0 o DRAWN BY: JF
TYPICAL DOOR OPENING •
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLY2 2X4 WOOD ASSEMBLIE5
AND EQUAL OR SMALLER OGEMEF#25HUDS STAINLESS
1/7/2018
Q TOGETHER Willi STAINLESS STEEL
THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS
AND NUTS 0 T-0"O.C.
TYPICAL MULTIPLE OPENINGS SCALE: SEE PLAN
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER
THAN 8 FEET
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SHEET NO:
AS PER SEC. 1609.1.2, 20:15 IBC: ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BIE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTI1f ON FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. At
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.
HARDWARE MUST ACCOMPANY SHUTTERS FOR:INSTALLATION.
W
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Vol
GIRDER 4� O � O
DECKINGDECKING a DIA MAXIMUM
a-
EXTERIOR
WALL DECK JOIST LA DECK JOIST
L2'DIAMETER LAG SCREWS. CONTINUOUS FLASHING.EXTENDED
THROUGH-BOLTS WRHWASHERf PASTIOIST HANGERS.CAULKED TO Z
OR 5'LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR (2)1/2"GALV.OR S.S. ,.��
AND JOIST FLUSH ONTOP JOIST CARRIAGE BOLTS WITH GIRDER PCI
Z
RIM BOARD CAULKTO PREVENT WATER SIMPSON CBS WASHERS AND NUTS ''^^
INTRUSION LEDGER AND ANCHOR V JJ
DECKING 12'DIA EXPANSION BOLTS, , "� JOIST FLUSH ON TOP
EPDXY OR ADHESIVE(PER ''C,i'j v
FLOOR 'MIN, MANUFACTURE INSTRUCTIONS) +•• CONCRETE POST
JOIST 1-5/8'MIN. w/WASHERSANDN S 4• oa'r' PIER F�
5•MAX, DECK 101575
DECKING DECKIPORCH RAILING , w V
"MIN >,�,�w� v ,
•�' JOIST HANGER a,• r' DECKING DECKING Q
r DECKJOISTf
•►•�.� 2X ACQ LEDGER BOARD FOUNDATION WALL P �• a fr J [,,,,�
a.y,,; NOTE: f Vit.•, DECK JOIST DECK JOIST O L '
BLOCK FOUNDATION i•.�
FOUNDATION �•��: TO BE FILLED WITH e i�, JOIST HANGER RAILING
WALL •S+,E," GROUT AT ANCHOR •�•a�•;' 2X ACQ LEDGER BOARD OST _•�
LOCATIONS SIMPSON DTT2Z HOLD-DOWN 66 LJ
GIRDER GIRDER RIM BOARD Fal
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING
2 MIN. O
o
THROUGH-BOLTS
1.X DECK JOIST
0
THROUGH-BOLTS SHALL HAVE A DIAMETER OF 12'.PILOT HOLES FOR THROUGH-BOLTS 2•MIN.
SHALL BE 17/32'TO 9/16'IN DIAMETER THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT ;Z)
HEAD AND NUT. RRIAG GALV. W SS. 2X BLOCKING AT EACH OST
SIMPSON CC SIMPSON CBS CARRIAGE BOLTS R TH ATTACHED WITH lACTHREADED
EXPANSIONANDADHESIVEANCHORS ANCHOR ANCHOR WASHERSANDNUTS NAILS TOP AND BOTTOM
STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE
12.00 IN2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWNINLEDGER DETAIL EXPANSION
AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER L DGE MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION
O O O 2'MIN O b 12'MIN.OR 2 10 ANCHORS EMBEDMENT LENGTHST SHWASHERSLBEPER THE MANUFACTURER'S RECOMENDATIONS.ALL
5'MAX. 74/2'MIN.FOR 2X12 LAG SCREWS
O C O 3/4•MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 12'.LAG SCREWS SHALL HAVE PILOT HOLES
2•MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16'DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX.
OR ANCHOR WITH WASHER LAGBOLTS SHALL HAVE I-12'UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND
RIM BOARD A MINIMUM 12'.LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE
LEDGERL- SCREWS PIER
LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5'.LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM
BE USED FOR MASONRY,CONCRETE.BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM
LEDGER BOARD FASTENER SPACING AND CLEARANCES FROMT PA AND
SHALEBOTTOM
BEAMINIMUM DISTANCE OF 3-3/4'FROM ENDS AND I-3/4'
FROM TOP AND BOTTOM EDGES.
24"X24"Xt2"CONC.FTG. HANDRAIL NOTES:
3'BELOW GRADE II required handrails shall be of one of the following types
(ALT.:BIGFOOT FOOTING) or provided equivalentgraspabllity.
_i
1).Type I.Handralls with circular cross section shall have an F
outside diameter of at least 1.1/4 Inches and not greater n ,
36'MIN. then 2 Inches.If the handrail U not cher an it shall Neve e
perimeter dimension of at lead 4 Inches end not greater
than 6-1/4 Inches with a maximum cross section of
FLOOR SHEATHING NAILING AT 12•DIAMETER LAG SCREWS,
ATTACH TO I-JOIST 12'DIAMETER LAG SCREWS, dimension of 2-1/4 Inches.
6'MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH40LTS WITH WASHERS
JOISTS WITH HOLD DOWN OR 5'LEDGERLOK SCREWS SIMPSQN DTT22 HOLD-DOWN OF(IB)Bd NAIU OR 5'LEDGERLOK SCREWS SB.NPSON DTT22 HOLD-LNJWN 2).Type lt.Handralls with a perimeter greater than 6-1/4 ,
Inches shall provide graspable finger recess ere&on both
sides of the profile.The finger recess shell begin with a
distance of 3/4 inch measured vertically from the tolled STAIR RAILING
SOLID SAWN I t t n
port on of the profile and achieve a depth of at lead 5/16
F0-
LOOR JOISTS DKK 1 f IJOISTS DECK s s P° P
101ST r n 101sT n t Inch within 7/8 Inch below the widest portion of the
t n t t profile.The required depth shall continue for at lead 3/8 1-12'SPACE
THREADED ROD MAY BE THREADED 0.0D MAY BE Inch to a level that Is not less than 1-3/4 Inches below the MINIMUM
SLOPED UP TO 1:12 MINIMUM 2%6X36' SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the
AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shalt be 1-1/4 lnches W e
LJOIST HANGER GIRDER WEB WITH(16)10d NAILS LJOIST HANGER GIRDER maximum of 2-3/4 Inches.Edges shall have a minimum HANDRAILS ,
AND CLINCH
radius of 0.01 Inches. OfW
W
Q) Z
Fill BALUSTERS r r^ z Lo
10d THREADED NAIL OR NIO WOOD SCREWS, _r`}. z \1J
6' EQUAL OR GREATER THAN 3"LONG,
OPEN BALUSTER ATTACHED TO WALL r
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) STAGGERED IN2ROWS
W co p N
HANDRAIL CONNECTION UA J \/ J -!
" "11
ALL HANDRAIU SHALL BE CONTINUOUS THE FULL LENGTH ['.) O O `^�
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS V, K/
6 FT,MIN,EXTENT OF BLOCKING ATTATTCHED OUTSIDE MEMBER TO THE SPUCE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4'NOR MORE THAN 2"IN O M
INS DE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL
PROVIDE AN EQUIVALENT GRIPPING SURFACE _
ATTACH ILS AT 4" TO SDECK TAGGERED-1
ED THROUGH-BOLTS OUM-BOLTS SCREW:. BEAM ASSEMBLY DETAIL VJ O = M
IOd NAILS AT 4'O.C.STAGGERED THROUGH-BOLTS WITH WASHERS
OR 5'LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN
t r W V/
• DKK r t STAIR TREAD ,
101ST t t
fink t t RIM BOARD-•�~��"�.�
THREADED ROD MAY BE
MINIMUM t-12•THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER
BLOCKING.BLOCKS MUST (SOLID OR WOOD4) AWAY FROM THE HOUSE ,�a .ry,,`•,,-;�;(, :- Z
FILL BAY AND FR SNUGLYL JOIST HANGER GIRDER
JOIST
GRRDER/HEADER STRINGER TO DECK/PORCH CONNECTION
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK)
SPLICED JOISTS OVER HEADER/GIRDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST _-Zy Vf,
GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD NAILING SCHEDULE DRAWN BY: JF
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION Qty SPACING NOTES SPRINGER
JOISTTO: PER TOE ®16
20 PSF 130 B SEVERE 3 FT. 11 NONE
MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER 4-fid COMMO )01ST NAIL (2)THRU-
TO HEAVY MODERATE BRIDGING EACH TOE BOLTS 1/7/2018
TO JOIST 2-fid COMMO END NAIL t
BLOCKING EACH TOE PB44OST 4 1
TO JOIST 2•Bd COMMO END NAIL WOOD JOIST ANCHOR "die.
PIER
BLOCKING TO: EACH TOE o
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT 3-t6d coMMo P 16 TREAD a
SILL OR TOP PLATE BLOCK NAIL t ••'�•4 SCALE: SEE PLAN
2). ALL FRAMING MATERIAL TO BE N1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3.16d COMMO EACH FACE GIRDER/HIEADER :i Q corJc.sue ���•
TO BEAM JOIST NAIL (AS REQ.) ',',;
JOIST ON LEDGER PER TOE WOOD JOIST •o s• ••
3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL TO BEAM 3.8d cOMMO JOIST NAIL
; B'dia. 'P DECK PIER
BANDJOIST PER END 'c V CONIC. fib! PER PUN
3-16d COMM ST
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST Jolsr NAIL 3,•Oe ✓'•• PIER ��
BAND JOIST TO: _PER FLUSH JOISTS WITH HEADER/GIRDER 4' P•^'4••
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE 2.16d COMMO TOOT
TO
NAIL a ''.�4 SHEET N O B
ALL 101575 CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
PROPERTHE
6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR O 5T5 APROX.V4'HIGHER THAN LVL HEADERS s, 3•
TO ALLOW FOR SHRINKAGE.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS t�
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS \ O O
ENDWALL CRIPPLE STUD RAFTER WALL STUD
1o
BOTTOM PLATE
RIDGE
LEDGER BATHTUB
HEADER rT,
DOUBLE JOIST
SIDEWALL W ~�••�
F/i1
JACK STUDS
RAFTER
_r•�•,
FLOOR USP NUMBER DESCRIPTION APPLICATION ' ! , � � • J
1ST. ADS5 HOD 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 USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ray'
ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE SND 2X10 LS210 liago. SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER BLOCKING 024'OC
WALL STUD � ~I
THROUGH-ROOF EXHAUST 8
/�\\\\� VENTS SELECTED AND Dim
�♦♦/ \ LOCATED BY CONTRACTOR
METAL STRAP
VENTILATION CHANNEL O
RIM BOARD AS REQUIRED
RAFTER
SILL PLATE(S) RAFTERS MAINTAIN
. . .. . . . .. . .. VENTILATION WOOD JOIST
FOUNDATION
TOP PLATE BLOCKING
• - • - - - 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL FR PROVIDED WITH A FASCIA
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �♦♦ SHALL PBE COVERED WIDTH CORROSION GS
THE WOOD GIRDER
4' - 8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS ♦ , RESISTANT METAL MESH WITH MESH O T SCREENED VENT
ON ALL OPENINGS ♦♦ r OPENINGS OF Vi INCH IN DIMENSION. CONTIN. SOFFIT/EXT. PLYWOOD
INSTALL 4'0" O.C. ♦ LOC ATON USP NUMBER DESCRIPTION APPIUC ATION SOFFITED EAVE
8" - 14' LSTA30 1-1/4"x30` 18ga. STRAP AND JACK STUDS CONINE7 TO
ON ALL OPENINGS 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR
EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
,`.
INSTALL 4'0"O.C. CONINECT TO OVER BEARING WALLS AND HEADERS
14" - 16' LSTA36 1-1/4"x36. 18ga. STRAP AND JACK STUDS ♦♦♦ ♦ 8" - 12"RAFTER RT20 21-1/8" x 20ga. TYOOW'N ANCHOR EACIH RAFTER
ON ALL OPENINGS
2ND. FLO R WALL /
♦
L'Lj I I i =1
♦ RAFTER \ ,
WOOD JOIST
TOP PLATE
GIRDER/HEADER
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL 1WNDOW/DOOR OPENING JACK STUDS WALL STUD '
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ♦„�
INSTALL 4'0" O.C. W
4" — 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION W
ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. �V��/\■
INSTALL 4'0" O.C. RAFTER TO PLAT_ IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. &REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
S z `ozLo
DBL. PLATE
SHIED i I r J \/ _ ,^
6 MIL. POLY
SILL GASKET � � O O Vr^/
TYP.GONG. FOUNDATION n . SLAB . z
DAMPPROOF EXTERIOR 6 My� ♦ r
6MIL POLY ON EXTERIOR V GRANULAR FILL , • '
y STEEL COLUMN 1 ' ' I.O
4 4
• CONC. SLAB I "O e.• 0 CD
v r7C.H70RBWOLlNEMEl'%lMENT: // (I'O PCOCRE : 7"COMPACT FILL 1BLALL: 15"
KEYWAY FOOTING • y C•p �. CONC. FTG. •p ,C�•p •' ._`
\S`/•
USE WITH 3x3 SQUARE(WASHERS
• ■ ;O ANCHOR BOLT CONNECTION (USP LB PS58 OR BP583)
FOUNDATION 5/8" DIA. ANCHOR BOLT
REINFORCING BAR
DRAIN ' ' • ., ' ,e'w
TLE ANCHOR BOLT CONNECTION p •
SUPPORTING MAXIMUM PA IN n
SILLPLATE TO FOUNDATION
RAWL SPACE R F UNDATON 1 STORY 72"0
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36'OC V fIL' LC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12"CONC. FTG. CRAWL SPACE OR FOUNDATION -
WALL BOTTOM PLATE TO FOUNDATION O )`C •'1 Y•Li
(SLAB-ON-GRADE)
1-2 STORIES 57"OC
CONC. SLAB DOOR FRAME
SUB FLOOR �(! �Z `�\T f
/
6X6 10/10 WWM
COMPACT FILL 1 GARADOOR G-_
G-_ JOIST
I
I USE 2X8 STEEL BEAM
4` SLAB FOR XII UT ■
DRAWN BY J.
•� �
'• P.T. PLATE W/6X6 WMM \ SLOPE
�� 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
' , ,a♦ < 1 • • 7 1 cam' (WITH A NAILING PLATE IF NEEDED) 7
RA • d "�Q-'♦--ai����. c,♦(�q.'•O 4.O ,•• ,•.� �,• '• ••'• •• TO BE APROX. 1/2-LL OR HIGHER THAN 1///2018
�, C �• STEEL BEAM TO ALLOW FOR SHRINKAGE
t• •" • • • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" •O ♦~�O 6X6 W.W.M. •— d .� d-.••_a s•• _,II • C V• •'• p■•O
MIN, t e♦ta : •� '• A'O �'O �' •• �� O O • O • rSUBFLOOR
•• d REINFORCING BAR t 0 •
•O 1 REINFORCING BAR ! O•.•'► � • I—�� _ �,IOIST SCALE: SEE PLAN
DRAIN TILE I� �� �• ' Off)' O •O • (�
12" STEEL BEAM
�•! • PLATE(BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) 14 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ` . SHEET N O■
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
GARAGE DOOR BLOCKOUT
w
S WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTE
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 NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING O
When a collar tie is used in leu of a ridge trap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) w
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:3-8d COMMON EACH
CEILING JOIST 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL A ,
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) Lv
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or trust to top plate shall be in 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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST
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 PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
construction 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.SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 (EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60a -111!�
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE
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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
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 2.Sd COMMON EACH TOE ATTICS w/STORAGE 20 W
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 t ^ V
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ( ) 40
v ! O
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(OTHER THAN SLEEPING)
(SLEEPING) 30
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: STAIRS 40 00
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 GAURDRAILS ANY DIRECTION 200 ~
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
QTY. SPACING (DESIGNED FOR CAT.C) H
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY
specific use expressed or Implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL
CIO
p p p p 8 P2-16d COMMO
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:i LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
4-16d COMMO O
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
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 2-16d COMMO
P PP STUD O.C. NAIL Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION FACE !`rA ' J
Vs
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
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 HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PEIR 2x4 STUD END TRUSS DESIGN N/A-STANDARD STiCK FRAME CONSTRUCTION A
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PEIR 2x6 STUD NAIL- ENERGY CALCULATIONS 2015 IECC W
FOUNDATION NOTES: 6) PE II EXTERIOR SHEARWALLCONNEIONS: PLATE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
Type it exterior shearwalls shall meet the requirements of table 3.15a-b times theappropriate PER FACE NAIL
FLOOR JOIST,BAND 101ST, 2-16d COMMO
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
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. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shear walls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SIPACING 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. it YES -
P 1 8 JOIST TO: PER TOE TO HEAVY MODERATE
concrete or mason walls occuring in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WiND LOADS:
�' 8 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL
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 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"Ion at 12"o.c..Use approved epoxy for installation. P SHEATHING LOCATION NOTES
8 PP P Y 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on rade to be 2500P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 �
8 P• TO JOIST 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
o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. ( )
to be minimum 3-1/2 Inch thick.All fill to be compacted to 95/o relative density with 8 3-16d COMMO @ @ NOTE:2 FOR PANEL FIELD
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
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.0 8d COMMON @ 4"O.C. SEE NOTES:1,3
UJ
8x16 cast iron founndaatt
6).Crawl spaces provided with a minimum.of area. attached with the above requirements. TO BEAM JOIST NAIL (■ii■,�
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON 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,
JOIST TO:
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND J 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
LL
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL I NAIL
Edition Wood FramingConstruction Manual. QTY. SPACING Z
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches O.C. Q)
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z CO Z Lo
Douglas Fir. 4).Deck Joists to have blocking at 8'0 o.c.. r
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE L11 � �
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N
otherwise. JOINT DESCRIPTION
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) .I X ..I
4'EDGE ZONE Bd COMMON @ 6"O.0 8d COMMON @ 12"O.C. .n � O O
where needed. GYPSUM 7" O.C.EDGE: NOTE:2 FOR PANEL FIELD v J
LO
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.C.FIELW INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Z 2
m
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATH lNG• O F- �
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored - O r
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). NAIL JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ft: Oco
and blocking where applicable. QTY. SPNAIL ACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1.For wall sheathin within 4 feet of the corners,the 4 foot ed a zone attachment re uirements shall
5).All flush beams/headers to be installed with heavydu alvinized hangers and Sd COMMO ) 8 8 q W
duty 8 8 PANELS WFCM-SBCC
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 3"O.C.EDGE
6d COMMON "
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be Installed 6O.C.FIEL.D 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
alled as per N.Y.S.Residential
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD Sd COOLERS 10"
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinlzed box nails shall be permitted to be substituted for common nails. G '
PP _
other access openings unless otherwise noted(typical). FLOOR SHEATHING: z9•
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. t,< 'o A +
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION r'
8).Dormers running up roof rafters are to be supported by double rafters on either side P q 8 P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 'u '
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 1 6"O.C.EDGE 3).INSTALL i-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
1"OR LESS 8d COMMO 12"O C.FIELD O
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED �\ 4` 4 �5' ,✓�r
under all bearing walls. 1subcontractor is responsible for adhearing to all applicable codes and safety ' Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
and to form an effective fire barrier between stories,and between a top story and the roof space.
requirements.Mechanical Fireblockin shall be provided in wood-frame construction in the following locations.
10).Provide insulation baffles at eave vents between rakers.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF 8 P S
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. /�
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY. IF
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4 ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing: feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 1/7/2018/�/�O i1p
8
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 1
over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load patch. drop ceilings and cove ceilings.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
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. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. SCALE: SEE PLAN
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-16d nail per foot.
3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
. flame 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTIONfland products of combustion.
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 down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. SHEET N O■■
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
be Installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE:
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOiL TEST TO VERIFY
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.