HomeMy WebLinkAbout46618-Z emu-. _
��o�g11FF01 � Town of Southold 5/13/2024
a E P.O.Box 1179
o _ 53095 Main Rd
'fjj� ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45177 Date: 5/13/2024
THIS CERTIFIES that the building ALTERATION
Location of Property: 673 Summit Dr., Mattituck
SCTM#: 473889 Sec/Block/Lot: 106.-1-44
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/16/2021 pursuant to which Building Permit No. 46618 dated 7/26/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
first and second story decks with stairs to an existing one family dwelling as applied for
The certificate is issued to Biniaris,Antonios& Stella
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
h ri7hd ignature
�So�FetK�o TOWN OF SOUTHOLD
Sao BUILDING DEPARTMENT
H 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#: 46618 Date: 7/26/2021
Permission is hereby granted to:
Biniaris, Antonios
443 Dogwood Ln
Manhasset, NY 11030
To: Construct additions and alterations of deck at existing single family dwelling as applied
for.
At premises located at:
673 Summit Dr., Mattituck
SCTM #473889
Sec/Block/Lot# 106.-1-44
Pursuant to application dated 7/16/2021 and approved by the Building Inspector.
To expire on 1/26/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $733.60
CO-ADDITION TO DWELLING $50.00
Total: $783.60
Building Inspector
l
TOWN OF SOUTHOLD BUILDING DEPT.
couMv N 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ rNSULATION/CAULKING
FRAMING /STRAPPING [ FINAL D2(,t4,,
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
, Ln
REMARKS: ' Cil�il[/T I t�1 GO• ? 0!� 71n G��G "
10 of Al —k4,Kkkvt,44 P01"
DATE L INSPECTOR
C HARLES M. TH O MAS R.A., PLLC
206 LINCOLN STREET
RIVERHEAD, NY 1 1 901
(56 1 )702-351 9
ODTHOMAS63 @AOL.COM
MAY 2, 2024 OWE
Building Department L� �
Town of Southold MAY - 3 2024 [
Re: Biniaris Residence � + ,� � , ,u
673 Summit Drive, Mattituck, NY ' �� r;;Jq ff11rr
+Y dNG��b'�YJ:ice'
Building Permit No. 46618
Dear Sir/Madam:
I was retained by the client to inspect the framing of the proposed deck for the
above listed property on 4/19/24. During my inspection, I was made aware of
a framing change from the original plans which called out the use of 2x8 decks
joists at 16" on center supported by a (3)2x12 girder being modified to the use
of (2)2x10 deck joists at 16" on center supported .by a(4)2x12 girder.
Notably, the total joists length of the deck is 13'-8" and the joist span to the
girder is 11'-8" with,a 2'-0" cantilever.
I can attest that the framing change made is structurally sound and conforms
to the Residential Building Code of New York State.
Very truly yours,
0
.0
CHAR ES M. THOMAS, R.A.,
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FIELDINSPECTION REPORT 'DATE GONIlI�N�S
FOUNDATION (IST)
----------- -------------- -. ----- ;; .
FO
DATION 2ND)
d
ROUGH FRAMING:& H G
PLUMBING: '
INSULATION.PER N.Y.
STATE ENERGY CODE
FINAL'• .
. •.ADDx`TIbNA�,C'.Q1VI;�!��ITS`.;: .. �
VN
s• 3 a -�:
W 0
oS �Ot't�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
oy • Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtgHnny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only "
- -
PERMff NO. / 0 Building Inspector. -JUL 6 2021
.. - (� 4 - . �,i,, .,. .. T
Applications and forms must be filled o`utJn their'entirety Incomplete ]B1,J ;DING I)EPT.
applications will not:be-accepted..Where the Applicanfis not the owner,
,Own ion form.(Page 2)_ss all'be completed.` , T'
Date: 07/11/2021 L�
OWNERS)OF PROPERTY:
Name: Anthony&Stella Biniaris ScrM#3.000-
Project Address: 673 Summit Drive, Mattituck NY 11952
Phone#: 516-673-7303 Email: asbini@hotmail.com
Mailing Address: 443 Dogwood Ln, Manhasset, NY 11030
'CONTACT PERSON: .
Name: Stella Biniaris
_. ., _.r
Mailing Address: 443 Dogwood Ln, Manhasset, NY 11030
Phone#: 516-673-7303 Email: asbini@hotmail.com
DESIGN PROFESSIONAL INFORMATION: '
Name: North Shore Architecture and Interiors (Norman Nemec AIA)
Mailing Address: 307 Fourth St. Greenport, NY 119"
Phonem 516-220-2784 ,Email:.nsai.Coptononline.net
CONTRACTOR INFORMATION:' ;
Name: Efrain Oliva Ortega
Mailing Address: 16 Edwards Ave. Calverton, NY 11933
Phone#: 631-655-3870 Email: olivae577@gma7fl.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure []Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $ 28800
Will the lot be re-graded? ❑Yes B No Will excess fill be removed from premises? ❑Yes W No
: .PROPERTY INFORMATION
Existing use of property: Residence Intended use of property: Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
MattitUck this property? ❑Yes A No IF YES,PROVIDE A COPY.
B the,ckBox`Aftet'Reading:'The gnpro,essionatisn ponsitifeforalldraiiwgeandstoniiwaterissuesaspioiiided'by
Chapter 236 of the,Towm code."APPLICATION IS t May MADE to the Bm'Iding Department for die issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town'of Southold,si ffok County,New Yorke rid other applicable taws,Ordinances or Reguiations,for the construction of buildings, .
additions,alterations o'for Femoval or demolition as herein desrnbed.The applicant agrees to cmnply with all appkable laws,ordinances,building code,
housing toile and regulations'and to admit authorized inspectors on premises and in building(s)for m necessary inspections.,False stateen s made herein are
POP as a class A misdemeanor pursuarrt to section 210AS of the New York state Penal'law : .
Stella Biniari
Application Submitted By(print name): ❑Authorized Agent BOwner
n
Signature of Applicant: Date:'
CONNIE D.BUNCH
STATE OF NEW YORK
Notary Public,State of New York
SS: No.01 BU6185050
COUNTY OF Suffolk Qualified in Suffolk County
Stella Blniaris Commission Expires April 14,2 �
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
Owner
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
j
r'V4%ay of
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date `
Print Owner's Name
2
r•
General Notes:
1. Outdoor environments are generally more corrosive to steel.If you choose to use ZMW or HDG finish or stainless steel material on an outdoor project,you should periodically inspect your
connectors and fasteners or have a professional inspection performed.Regular maintenance,including water-proofing of the wood used in your outdoor project is also a good practice.
2. Coatings Available:
2.1. ZMAX:Galvanized(G185)1.85 oz.of zinc per square foot of surface area.(hot-dip galvanized per ASTM A653 total both sides).These products require hot-dip galvanized fasteners
(fasteners which meet the specifications of ASTM A153).
2.2. HDG-Hot Dip Galvanized:Products are hot-dip galvanized after fabrication(14 ga,and thicker).The coating weight increases with material thickness.The minimum specified coating weight
is 2.0 oz.per square foot.(per ASTM A123 total both sides).These products require hot-dip galvanized fasteners(fasteners which meet the specifications of ASTM A153). $
2.3. SS-Stainless Steel:Connectors are manufactured from Type 316L stainless steel,and provide greater durability against corrosion.Stainless-steel nails are required with stainless-steel z o U
products,and are available from Simpson Strong-Tie. r a -12
3. When using stainless steel connectors,use stainless steel fasteners. When applications allow the use of ZMAX/HDG galvanized connectors,use HDG fasteners that meet the specifications of a 2-6 e d
ASTM A153 or equivalent coating offered on Simpson Strong-Tie fasteners. d g E
4. Due to many variables involved with outdoor construction,Simpson Strong-Tie cannot provide estimates on service life of connectors,anchors or fasteners. u N a
_W� �.
5. To obtain optimal performance from Simpson Strong-Tie products,the products must be installed properly and used in accordance with the installation instructions and design limits provided by t-.5 a
Simpson Strong-Tie. z s =o
6. All installation notes and guidelines within the current Wood Construction Connectors catalog shall apply for the connectors,anchors,and fasteners shown.
7. Simpson Strong-Tie reserves the right to change the specifications,design and models shown without notice or liability for such changes.
Z N N y N
8. Simpson Strong-Tie does not guarantee the performance or safety of products that are modified,improperly installed or not used in accordance with the design, y W W
9. All references to bolts or machine bolts(MB)are structural quality through bolts(not lag screws or carriage bolts)equal to or better than ASTM A307,grade A.Bolt holes shall be at least a
minimum 1/32"and no more than a maximum of 1/16"larger than the bolt diameter per 2005 NDS Section 11.1.2. m=Z N 53
10.Unless noted otherwise,all references to standard cut washers refer to Type A plain washers(W)conforming to the dimensions shown in ASME 818.22.1 for the appropriate rod sizes.
11.Unless stated otherwise,Simpson Strong-Tie cannot and does not make any representation regarding the suitability of use or load-carrying capacities of connectors installed with improper
fasteners.
D01 lGeneral Notes
SDS Screw ` Cn
SD Screw SD Screw SD Screw SD Screw V x various O
16d 10d 910x2'% #9x2h 8d #10x1'% #9x1'% lengths V V
Common Common 16dx2% Common 10dx1'/, adxl% O O O Q O 0
O
0 C
O C
Round Holes Obound Holes Hexagonal Holes Triangular Holes Diamond Holes
Purpose:to fasten Purpose:to make Purpose:to fasten a Purpose:to increase a Purpose:to temporarily d G
a connector. fastening a connector connector to concrete connectors strength or fasten a connector to
Fill requirements: in a tight location or masonry. to achieve Max make installing easier.
always fill,unless easier. FIII requirements: strength. FIII requirements:none. C
noted otherwise. FIII requirements: always fill when Fill requirements: O v
always fill. fastening a connector when the designer
0.161" 0.148" 0.131" 0.131" �.
PA to concrete or specifies Max nailing. N
masonry. ® _ _
m 0 V
2%n .
D.161" 0.162" 0.131" 0.131" ram+
3 Speed Prongs Dome Nailing Double Shear Nailing L_ C
0.148" 0.25" Used to temporarily This feature guides The nail is installed in '0 0
3'/ position and secure the the nail into the joist the joist and header, Pilot Holes M N
0.162" connector for easier and and header at a 45° distributing the load Tooling holes for '�
Fastener Notes: faster installation. angle. through two points on manufacturing ++
each joist nail for purposes.No ID Ln
1.The specified quantity,type and size of fastener must be installed in the correct holes on the connector to achieve published greater strength. fasteners required. _
• loads.Incorrect fastener selection or installation can compromise connector performance and could lead to failure. O
2.Nail diameter assumes no coating.See technical bulletin T-NAILGUIDE for more information. Fastening Identification ++ N
3.The Simpson Strong-Drive®SD structural-connector screw is the only screw approved for use with our connectors. O
4.NAIL reference in tables:16d=16d common,l0d=10d common V-
N C
D02 Fasteners
1 n Installation: Installation:
3x's and
and 4x's �
n Ly •LUS hangers install with double shear nailing. .For HUC installations,models have triangle
l o •For installations into single 2x headers or ° o, holes.To achieve maximum loads,fill bolt N m
ledgers,use the specified full length fasteners p triangle holes(fastener quantities listed fill m
l into the joist and the following fasteners into ° • a •For installations into single 2x headers or h 0-
the header for reduced loads in accordance the specified full length fasteners into thejc
0 with www.strongtie.com: following fasteners into the headerfor redu
•• 10dxl%nails for installations with Nails in accordance with www.strongtie.com:
0 •• SD#9xl%for LU828Z and LUS21OZ • 10dx1'/:nails for installations with Nai
installations with SD Screws • SD#9x1%for LUC26Z and LUC210Z
e® •• SD#10x1%for LUS26-2Z and installations with SD Screws E o
Sf
�W-4 B LUS210-2Z installations with SD Screws l�w a ?o .E
LUS Typical LUS28Z LUC Typical HUC Installation z E m
Installation (LUC Similar) a''
RUN �32
Dimensions(in.) Fasteners Fasteners
Dimensions(in.) W d
Model No. Nails SD Screws
Model No. Nails SD Screws r
W H B Header Joist Header Joist W H B Header Joist Header Joist =m
e_
E> LUS26Z 1 9/16 4 314 13/4 4-10d 4-10d I] LUC26Z 1 9/16 4 3/4 13/4 6-10d 4-10dxl% 6-SD#9x2% 4-SD#9x1% ~-
11-c]
#9x2% Z~
E> LUS28Z 1 9/16 6 5/8 1 3/4 6-10d 4-10d 6-SD#9x2% 4-SD#9x2 N,
p LUC210Z 1 9116 7 314 13/4 10-10d 6-10dx1'/ 10-SD#9x2%: 6-SD#9x1'/ y W n W
D LUS21OZ 1 9/16 713/16 1 314 8-10d 4-1Od 8-SD#9x2%: 4-SD#9x2%x HUC26-2Z 3118 5 3/8 21/2 12-16d 6-10d g
N z z w 0
E> LUS26-2Z 31/8 4718 2 4-16d 4-16d 4-SD#tOx2% 4-SD#10x2% D HUC28-2Z 31/8 7 2112 14-16d 6-10d -
D LUS210-2Z 31/8 9 1 2 8-16d 6-16d 8-SD#10x2% 6-SD#1Ox2% I—> HUC210-2Z 1 31/8 1813/16 2112 1 18-16d 10-10d
1.C>indicates connector is available in stainless steel.Replace Z in model number 1.C>indicates connector is available in stainless steel.Replace Z in model number
with SS when ordering. with SS when ordering.
2.Refer to current Wood Construction Connectors catalog for additional information. 2.Refer to current Wood Construction Connectors catalog for additional information.
D03 LUS Joist Hangers D04 LUC, HUC Joist Hangers
4— Installation: Installation: o
•The joist may be square cut or •Field skewable;bend one time only. v y
bevel out •Joist must be constrained against O 0
•These hangers will nornaly rotation(far example,with solid C
accommodate a 40'to 50' btocking)when using a single LS per o o O O
o skew, connection. ° 0 0
d �
° . H Adjustable �„�
o . /from fro l0135' C
.d Bend am lime only. C7 O
o C
Typical LS50Z o v
se'4°d l Installation Co
BY w� Typical SUR N. YP C
Installation N o
SUL Skewed Left Hanger LS LS Top View Q V
(SUR is Skewed Right) E t
N +-'
Dimensions(in.) Fasteners O C
Model No. Joist Size Model No. L(in) Fasteners u— �
W I H B At A2 Header Joist N it
LS30Z 3 318 6-10d N
SURIL26Z 2x6,8 1 9/16 5 2 1 1/8 15/16 6-16d 6-10dx1'% Q y
D LS50Z 47/8 8-10d L
SUR/L21OZ 2x10,12 1 9/16 81/8 2 1 1/8 15/16 10-16d 10-10dxl%
LS70Z 6 3/8 10-10d C c
SUR11-210-2Z (2)2x10,12 3118 8 11/16 2 5/8 1 1 7116 2 318 1 14-16d 6 16dx2%z 1.D indicates connector is available in stainless steel.Replace Z in model number .2 12
1,D indicates connector is available in stainless steel.Replace Z in model number with SS when ordering. ry
with SS when ordering. 2.Refer to current Wood Construction Connecfors catalog for additional information. IJ..
2.Refer to current Wood Construction Connectors catalog for additional information. In
D05 SURISUL 45° "Skewed Joist Hangers D06 C5
LS Framing Angles E
Installation:
A
o�W
•Follow 3-step installation sequence for skewed co
orslopedfskewedapplications. 0) e
•Donotsubstilute10dxly:nailsforfacenails. coa.
%9 'A'
To see an installation video on this product,visityLSSU21OZ www.strongtie.com 10NAILS
es STEP 1Nail hanger to slope-cut carried member,installing Ag
seat nail first No bevel necessary for skewed S1
g installation.Install nails at 45°angle.
Y ,m
Slope to C a N
a m
45°up or down. &B N s`
r0jN a&.Y
W-ra o
Z Ec 2
ACUTE STEP 3 a
ANGLE Attach hangerto the carrying member,acute angle H
Dimensions(in.) Fasteners side first(see footnote 1).Install nails at an angle. Z u N
Model No. w
W H A Header Joist S
LSU26Z 1 9/16 4 7/8 1 1/2 6-10d 5-10dxl 112 STEP 2 w Z Z N
Skew flange from 0-45°.Bend other flange back
LSSU21OZ 1 9/16 8112 15/8 10-10d 7-10dxl 1/2 along centerline of slots unfit it meets the header.
1.For skewed LSSU,the inner most face fasteners on the acute angle side are not Bend one time only. •
installed.
2.Refer to current Wood Construction Connectors catalog for additional information.
D07 LSU, LSSU Adjustable Joist Hangers
0
W�. Installation:
nors �a ® •ABA,ABU-forpre-pour installed d
anchors.For Simpson Strong-Tie epoxy
O' .0 H 0r mechanical anchors,select and Install Installation: 0 0
® in accordance with www.strongtie.com. •Embed into wet concrete up to the V 0
.Products require washers between the bottom of the 1'standoff base
�w nut and the base.Washers are supplied H ® plate.A 2'minimum side cover is d a—
�r + with the ABU but not the ABA,which o• required to obtain the full load. 0
requires a standard cut washer. Holes in the bottom of the straps ~ r_
ABA44Z ABU44Z Typical ABA Installation 2'Mla allow for free concrete flow, 0) 0
(ABU Similar) smemver •Allow concrete to cure before p v
W installation of the post
Dimensions(in.) Post Fasteners t ra p U) �
Model Post Anchor .tF a;. fn
Machine Bolts o+:.b C
No. Size yy L H HB Dia. Nails SD Screws Q Dia. ': a::. .ti�;: O 0
ABA44Z 44 13 9/16 31/8 3 1/16 - 1/2 6-10d 6-SD#9xl% - - E CD
t
ABU44Z 4x4 13 9/16 3 5112 1 3/4 5/8 12-16d 12-SD#10x% 2 1/2 Typical PBS
C
ABA46Z 4x6 3 9/16 5 3/16 3118 - 518 8-16d M D#10x1% - - '>0
ABU46Z 46 3 9/16 5 7 25/8 5/8 12-16d - 2 1/2 Dimensions(in.) Post Fasteners N CD
ABA66Z 6x6 51/2 51/4 3118 - 518 8-16d B-SD#10xl% - - Model No. Machine Bolts +Q =
ABU66Z 6x6 5112 5 6 1/16 13/4 518 12-16d 2 1/2 W L H HB Nails SD Screws QtY Dia. cl C
ABU88Z Bx8 71/2 7 7 - 2-518 11819111 - - PBS44AHDG 3 9/16 31/2 6114 3 7/16 14-16d 14-SD#10xl% 2 1/2 C };
1.D indicates connector is available in stainless steel.Replace Z in model number PBS66HDG 5 112 5318 6 112 311116 14-16d 2 1/2 O
with SS when ordering. LL
2.Refer to current Wood Construction Connectors catalog for additional information. 1.Refer to current Wood Construction Connectors catalog for additional information. N -a
D08 I ABA, ABU Post Bases D09 I PBS Post Bases
Installation: Installation:.BCS:Install dome nails on r`
Install Simpson Strong-Tie SDSV4' O�K'
beam;drive nails at an
x 2'wood screws,which are w' ° provided with the column base, angle through the beamrn e
into the post below, m
w2 �, 3'Min. w th a se'hex head d fiver.(Lag .BC:Do not install bolts into
Sidecover screws will not achieve the sameepilot holes.
ad.)� •Allow concrete to cure beforeinstallation of the post e .For full loads,a minimum of 3" s'E M
� o side cover shall be provided. BCS z %E
! Typical CBSQ44 (BC Similar) Typical BCS Installation y a F a
1 (BC Similar) a=-6 v
Typical CBSQ Installation f 8 S x
03
Post Dimensions(in.) Number of
Model No. Dimensions(In.) Fasteners
Size W1 W2 D H SDS Screws a,E s�s
Nails SD Screws z 2 _
Model No. o_ g
I� CBSQ44-SDS2HDG 4x4 3 9116 31/2 7 1/8 8 3/8 14-SDS WW" W1 W2 L1 L2 H1 H2 Beam Post i�-
p CBSQ46-SDS2HDG 4x6 3 9/16 5 5/16 713116 811116 14-SDS%<"x2° Flange Flange Beam Flange Post Flange w� �
9 9 &AE
ANON
p BC4Z 3 9116 3 9116 2 718 2 718 3 3 6-16d 6-16d 6-SD#10x1'/° 6-SD#10xl% ra 6 ug
p CBSQ66 SDS2HDG t&65 112 51/2 6 7/8 8 3/4 14-SDS'/4 x2"
CBSQ86SDS2HDG 7 112 53/8 6 1/8 811/16 12-SDS'/a"X2" I� BC6Z 5112 5112 4318 4318 3318 3318 12-16d 12-16d 0000
r!Jzcc9 cc bBCS2-214Z 3118 3 9116 2 718 2718 215116 215116 8.10d 6-10d 8-SD#9x2% 6-SD#9x2'/,CBSQ88-SDS2HDG 7 112 7 3/8 6 118 811/16 12 SDS'/a"X2" p BC82-316Z 1 4518 5 9116 4318 1 2718 3 5116 1 215116 12-16d 616d
1.[:>indicates connector is available in stainless steel.Replace-SDS2HDG in model 1.C>indicates connector is available in stainless steel.Replace Z in model number
number with SS when ordering. with SS when ordering.
2.Refer to current Wood Construction Connectors catalog for additional information. 2.Refer to current Wood Construction Connectors catalog for additional information.
D10 CBSQ Post Bases D11 BC, BCS Post Caps
Installation: 0
.Install in pairs. 7- O
L L .For LCE4Z installations on Model Fastenersz^ „/ CD
mitered comer conditions, No.
o 4 W(in.) Post Size Ir vi C
refer to www.stmngfe.com Beam Post O O
• /°° for more information. (2)2x4r 3° ()
'• �:• o % ° ° 4x4 °
w PC4Z 39116 (10)10d (8)10d ° O
tl4' �w 4x6 Pilot hale: I C
�• 1%° °w ° manufacb � O
AC LPCZ Typical LCE4Z axe °2 purposes CO
i
Installation ax6 P o s t n g e n- boll r `
PC6Z 5112 (10)10d (8)10d 6x6 N
Dimensions(in.) PCZ Fasteners C c
6x6 w o
Model No. W L Nails SD Screws 48 CL U
p Beam Post Beam Post PCBZ 71/2 (10)10d (8)10d 6xe
E> AC4Z 3 9/16 61/2 14-16d 14-16d 14-SD#10x1'% 14-SD#10x1'/z 6x6 0!�
AC6Z 51/2 81/2 14-16d 14-16d 14-SD#10x1% 14-SD#10xl% 1.Post and beam may consist of multiple members provided they arenstallati' 8-SD#9x1'/s connected independently of the post cap fasteners. .Forendc cc
=LPC4Z 3 9116 3 112 8-10d 8 1 Od 8-SD#9x1% 2.10d x 2Yz'(0.148'dia.x 2 2'long)nails may be used with no loadspecify EI CDredact on for u lift and 0.85 of the table loads for lateral. Use all s p LPC6Z 59/16 5 1/2 8-10d 8 lOd 3.Strong-Drive°SD9 x iy'Connector screws may be substituted for fasteners d
table fasteners with no load reduction. C d
LCE4Z 5 3/8 14-16d 10 16d 14-SD WAY. 10-SD#lOx1/: .Do not in: O A.,
4.Models available for mugh size lumber,specify RZ suffix.Ex. Typical EPCZ End Post into pilot I �' U)
p 1. indicates connector is available in stainless steel.Replace Z in model number PC4R7—
with SS when ordering. Cap Installation ILL2.Refer to current Wood Construction Connectors catalog for additional information. .a
D12 JAC, LPC, LICE Post Caps DI PC, EPC Post Caps
W, L Installation: V' C
t—W 1w'
.For end conditions,specify ECCQ rye f°' Id o• •Install Simpson Strong-Tie SDSy'x I m „O[WIH • 2 2'screws,which are provided with Ir --��\, I ®the column cap,with a%'hex head 3driver.SDS screws install best with ECC
alow speedy'drill, C0 0Beam depth must be a minimum 7'.
o ® Typical CC
Q ECCQ e Installation 2
I Installation: u=e
•For end conditions,specify ECC d
>o e.s
•Boll holes shall be a minimumyi to a maximumys largerthan the bolt diameter. z E
Dimensions(in.) No.of SDS%"x •Contactengineeredwoodmanufacturersforconnectionsthatarenotthroughthe 6�Q�$
$1
Beam 2%"Screws wide face. c= z
Model No. Width VY1 W2 L1 H •Beam depth must be at least as tall as H1. u
W��0`
CCQ ECCQ Beam Post Typical CCQ Dimensions(in.) Machine Bolts r
V E£�S
E> CCQ3-6HDG 31/8 31/4 51/2 11 81/2 7 16 14 Installation Beam z R.=s
Model No. L Beam o_
CCQ44HDG 4x 3 5/8 3 5/8 11 8112 7 16 14 Width W1 W2 CC ECC H1 Dia. CC ECC Post y p
E> CC046HDG 4x 3 5/8 51/2 11 81/2 7 16 14 z y N N
CC3-1/4-4HDG 3118 31/4 35/8 11 71/2 61/2 518 4 2 2 w 3 W
GCQ48HDG 4x 3518 71l2 11 8112 7 16 14 E> CC3-114-6HDG 31/8 31/4 5112 11 7112 61/2 518 4 2 2
6
I] CCQ66HDG 6x 5112 51/2 11 81/2 7 16 14 1a z Z 0.S3
E> CC44HDG 4x 3518 3 518 7 5112 4 518 2 1 2
CCQ68HDG 6x 51/2 71/2 11 81/2 7 16 14 E> CC66HDG 6x 5112 151/2 11 71/2 61/2 1 5/8 4 2 2
1.E>indicates connector is available in stainless steel.Replace HDG in model number 1.C>indicates connector is available in stainless steel.Replace HDG in model number go
with SS when ordering. with SS when ordering.
2.Refer to current Wood Construction Connectors catalog for additional information. 2.Refer to current Wood Construction Connectors catalog for additional information.
Ell CCQ, ECCQ Post Caps D15 CC, ECC Post Caps
H12 �14td� / p Y
/. Deck Fro ingJ V
,/••'•• LSCZ C C
.H2.5Z ° ° °a 14r' f�w
Stair Stringeo ° 5
o• ° ° e , 0
TypicalH1Zand ° C\ 2 c
H2.5Z Installation ° H2.5Z LSCZ +-•
LSCZ Typical p v
Installation
Installation: Installation:
•Use all specified fasteners. H1 Z e°e •Before fastening,position the stair stringer with the LSCZ an the carrying memberto verily where the bend C C
° should be located. U) V
.Tabs on the LSCZ must be positioned to the inside of the stairs.
Fasteners ° •The fastener that is installed into the bottom edge of the stringer must go into the second-to-last hole. _
Model Nails SD Screws • A minimum distance of%'measured from the lowest rim-joist fastener to the edge of rim joist is required.
No. H8Z s c
To Joist I To Beam To Joist To Beam Fasteners
H1Z 6-8dxl% 4-8dxl% 6-SD#9xl% 4-SD#9xl% ° Model Nails SD Screws N
° N0' Stringer Stringer Stringer Stringer E
H2.5Z 5-8dxl% 5-8dxl% 5-SD#9x1'/: 5-SD#9xl% e°° Rim Joist Rim Joist a� to
Wide Face Narrow Face Wide Face Narrow Face p �
H8Z 5-10dx1% 5-10dx1%2 5-SD#9x1'/2 5-SD#9x1'/. E) LSCZ 8-10dx1'% 8-10dxl% 1-10dx1%x 8-SD#9x1'/s 8-SD#9x1'/2 1-SD#9xl% 0 y
1. indicates connector is available in stainless steel.Replace Z in model number 1.Indicates connector is available in stainless steel.Replace Z in model number with SS when ordering.Stainless steel w+ �
with SS when ordering. models must be fastened with nails. M CU
2.Refer to current Wood Construction Connectors catalog for additional information. 2.Refer to current Wood Construction Connectors catalog for additional information. cc V-
'
D16 1 H Hurricane Ties D17 1 LSC Stair Stringer Connector
1W minimum from top of ledger and band joist
a�
CD
c�
o \9I W
3'minimum cc
o row spacing
TA9Z TA10Z Inverted
(TA10Z length=101/4" Installation 4'to 5" oncenter spacing A
9 ) of SDS wood screws 1/;minimum from a e o
from end of v
per designer bottom of ledger y E .E
ledger p 9ner and band joist y a g
ra
4%R
Installation: SDS Ledger Installation d 8.9 p
•Use all specified fasteners. c i
•For double 2x6 treads,install TAtOZ inverted 3 _�
with 4 screws installed into the treads.
F-s`rc
Thread Length SDS Screw zE.
Model Fasteners Size(in.) Model No. (in) z o
No. Stringer Tread y
C> '/a"x 3W SDS25312 2'% Installation: o y w W
C> TAR 3-SDS''/a"x1'/s" 2-SDS Ya"X1'/s" •Install Simpson Strong-Tie w ug 3
%4"x 5" SDS25500 2'/a SDS wood screws with a s/a° ��H
� ''/a TA10Z 3-SDS 4-SDS'/a"x%" 1.�indicates connector is available in stainless steel.Add SS to hex head driver. H z z $
model number when ordering, •SDS screws install best with a
E:> TA10Z I 4-SDS%a"x1W I 3-SDS WOW 2.Refer to current FSDSLDGR for spacing and additional information. low speedY'drill. WN
1.D indicates connector is available in stainless steel.Replace Z in model number 3.The screws shall be staggered from the top to the bottom along the °
with SS when ordering. horizontal con of the deck ledger per IRC 2009 Section 11502.22.1.1.
2.Refer to current Wood Construction Connectors catalog for additional information.
D1-8 TA Tread Angle. D19 SDS Screws
` Y
0
Installation: �ay. v d
•Install Simpson Strong-Tie SDS wood screws ® Post 41 0
with a%'hex head driver.SDS screws Install floor sheathing
® W diameter nailed at 6'max.
best with a low speed high torque drill. ® HOG threaded on center to joist 0 0
• A standard cut washer(provided)must be DTT2 rod with note With holdown 0 installed between the nut and the DTT2Z seal ® Decking and washers
Bolt holes shall be a minimum&'to a maximum ® (typ.) Continuous flashing 0
Ys°larger than the boh diameter. ` 9 e o
(per Code),not shown
o° °° 2. C
th�0 °
o°°o I T o °0 2° C i+
°o oe
.N
�, , •,� I&diameter Rim o p
�rzy machine bolts or vi
threaded rods with joist Joist Floor��o�aist Deck DTr2 �V
DTT2Z nuts and washers �S2xl bioGdngjor joist
Cl) .�
r` c
-p
U
Anchor DTT2Z Installed as a Lateral Connector for a DTT2Z Installed as a Lateral Connector for a
Model No. CL Fasteners Deck Guardrail Post. Deck-to-House Lateral Load Connection '6
Dia. For more information on guardrail post connections, For more information on this connection,and p
E> DTT2Z 13/16 1/2" 8-SDS'/a"x1`/" and installation instructions,see technical bulletin installation instructions,see technical bulletin _
T-GRDRLPST(available at www.strongtie.com). T-DECKLA ROAD(available at www.strongtie.com). 0
1.E>indicates connector is available in stainless steel.Replace Z in model number
with SS when ordering. W
2.Refer to T-GRDRLPST and T-DECKLATLOAD for additional information. Ircli ILL
C �
D20 I DTT2Z Deck Tension Tie
o�
Installation: Exterior cladding Wood structural panel Ledger fastener spacing may he 0.75' a)
Installs best with a low-speed%'drill and a T-00 64obe and flashing not sheathing 0.30'min. offset up to 3"to avoid interference Co
bit,The matched bit included with the screws is shown for ciatity thickness fastened per with joist attachment Idenfification on
recommended for best results. code all Strong-Drive"
• Predrilling is typically not required.Where predrilling is ®'{ SDWS Timber
necessary,use a 5132'drill bit screw heads
• SDWS Timber screws are driven such that screw heads
that are countersunk Hush to the wood surface are Rim board per table 1y'to 2'from top of 3'minimum row spacing, 1 �,
acceptable if the screw has not spun out ledger and rim board 6°maximum u t F
zoA
Floorjoist SDWSwoodscrews y a m 9
staggerverfically =9 8 -�
or blocking R—-6 o
spaced in accordance g.22g• 3.2with table OO OO N 3
O O r-.Q E��
L l7 E:9
0=m3=
2x deck ledger a o
shown(double 2x H G
1Y°to 2'from bottom of H
Thread ledger similar) 6 from e d ledger and rim board Z� �
Size(in.) Model No. of led e e TL o w N w
Length(in.) ledger On-center spacing of y w 3 ffi
'Ya'x 4" SDWS22400DB 2%" sows wood screws o o 0
Nzzwm
Y<"x 5" SDWS2250ODB 2%" Ledger-to-Rim Board Assembly
(Wood-framed lower floor acceptable, Stron SDWS TIMBER
te wall shown for illustrationpurposes) Sccrewrew Spacing Detail Strong-Drive SDWS Timber
1.Refer to current Wood Contruction Connectors catalogsconcre
catalogs
for spacing and additional information.
D21 I SDWS Screws
0Y0
W Lateral
m W O
Installation: U 0• Use all specified fasteners. m
• Strong-Drive SD Connectorscrews install with ay'hex d
head driver(Model DBHEX) o L Uplift if
C
• Strong-Drive SDWH Timber-Hex HDG screws install 6-SD#8x1Y2'screws 0 o
with a%'hex head driver(Model DB6H1.75) (shown)or 8-10dx1y° m C =
mad Installation: v
%'HDG lag screw with • Use all specifiedrBrace
HDG washer or SDWH fasteners.
Timber-Hex HDG screw e L For installation at an C C
(shown)into top plate, I angle other than 45", N O
studs,or header m y!I bend KBS1Z along O-U
o. slots to desired angle. gModel Bend one time onty. � y,
Model
CL Anchor Dia. Fasteners DTr1Z KBS1Z c c
3'min.thread
DTT1Z %" %"or SDWH 6-SD#gxly" penetration Model Type of Connectors Fasteners Each Post-to-2x Knee to y
No. Connection per Joist Connector Brace Connection '�
1. A 318"HDG round washer is required when using a lag Q `
screw. Detail 1 2 12-8d y
2. Refer to current Wood Construction Connectors catalog, Typical DTT1Z Deck-to-House KBS1Z c C
and T-DECKLATLOAD for additional information. Lateral Load Connection Detail 2 1 12-8dx1Y" 2,
1. Refer to current Wood Construction Connectors catalog for spacing and LL
additional information.
C cc
D22 DTT1 Z Deck Tension Tie D23 KBS1 Z Knee-Brace Stabilizer
SURVEY OF
P/0 LOT 13
BLOCK No. 1
MAP OF
h CAPTAIN KIDD ESTATES
A� � ��p? d� FILE No. 1672 FILED JANUARY 19, 1949
SI T UA TE
MATTITUCK
• ' A. TOWN OF SOUTHOLD
SUFFOLK COUNTY NEW YORK
♦ ,�o°`� ��� ��� . 0
00 ` S.C. TAX No. 1000- 106-01 —44
o, + SCALE 1 "=30'
J U LY 5, 2018
LOT AREA = 05 a,608 q. ft.
\• ,00 CERTIFIED TO:
A� I ANTONIOS T. BINIARIS
R ` STELL.A. BINIARIS
FIRST AMERICAN TITLE INSURANCE COMPANY
EXPERT TITLE INSURANCE AGENCY, LLC
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00,
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CONC. WALL g8z
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P a
PREPARED IN ACCORDANCE WITH THE MINIMUM CONC. WALL 4Q p +
STANDARDS FOR TITL EYS_A5 ESTABLISHED •''p o�: : . •' ' , '(
BY THE LI.A.L.S. Q�(�Q AN�ADOPTED
FOR SUCH US wr✓R STPrTE-0LAND ►
TITLE ASSOC I T L' �'� + ♦• Q
�! ., � ( Who, D• •� �p •` \J
N.Y.S. Lic. No. 50467
�o
UNAUTHORIZED ALTERATION OR ADDITION I
Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
Land Surveyor EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN
Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS
AND/OR EASEMENTS OF RECORD, IF
Jamesport,.New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED.
SURVEY OF
P/0 LOT 13
BLOCK No. 1
MAP OF
CAPTAIN KIDD ESTATES
A""y� •p� 'G ��o� �� FILE No. 1672 FILED JANUARY 19, 1949
",�/�'/�� • m�o� �� SIT UA TE
1< ,: I MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
.°0,
O � 9� S.C. TAX No. 1000 106 01 44
O �,
,� .••.. � ��, :..moo° SCALE 1 =30
J U LY 5, 2018
LOT AREA 0 8 q. ft.
588 a
y�\ ,► °tip
PAS .' .9. OQ 4011
CER TIFIED TO:
A� / r ANTONIOS T. BINIARIS
STELLA S' IARIS�I
FIRST AMERICAN TITLE INSURANCE COMPANY
EXPERT TITLE INSURANCE AGENCY, LLC
n�G
00,
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CONC. WALL 6• �.
N:lk
CONC. WgLL QP
D
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITL [�SJ45 ESTABLISHED �JQ� •' D G4,: . , .� �'
BY THE L.I.A.L.S: /kFRQy AN ADOPTED
FOR SUCH US Y�V LAND D
TITLE ASSOC IR11- ti Q
Cad F C+0Ac
�� �`�yP'�'D ..D' ..
.
, I: t WHO p 4 • � '(
N.Y.S. Lic. No. 50467 /o
UNAUTHORIZED ALTERATION OR ADDITION '
Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
Land Survey o r EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
Successor To: Stanley J. Isoksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN
Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
OMCES LOCATED AT MAILING ADDRESS
1586 Main Rood P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS
James port, New York 11947 James port, New York 11947 AND, N EASEMENTS OF RECORD, IF
P P ANY, NOT SHOWN ARE NOT GUARANTEED.
APPROVED AS DOTED ,
DATE: 7� B.P.O 461k
FEE 0 BY: I
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
fee 4&5/A5 i. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE I
2. ROUGH - FRAMING & PLUMBING
3. INSULATION I
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW I
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. I
fee A3
12'-64' 2'-64" 2'-64' 9"th.Conc.Column Pads OCCUPANCY O `°' I
Concrete Column 1'-6 U S E IS
l�i ri LA��,FU L
o�r ` t
Pads -6"x 1'-6" x 9"th. (_ J Continuous 4
1' x6 ACQ Posts ����iT�-E®� 'T CERTIFICATE
CATE
from Column Pad tofecond 12" Diam,Conc Piers,Typ. OF OCCUPANCY
I
Concrete Column Floor Deck,typ.
�2 12"th.Conc.Column Pads
Pads 2'x 2'x 12"th. I
(4)2x12 ACQ Fie am (- " I— (4)2x12 ACQ E5eam Z f (4)202 ACQ 13earn
—+2,550n-aasae �' .7 J
L J _I — J o L — L
o — 1—J
i— o +2,sso+-a,oso�rx2-8,100# a +z,350#-a,osoax2-a,toor o 2,9oot+a.,sae•7,oso� GOiVI'L`( WITH ALL CODES OF
o o �� o ,n a� NEW YORK STATE & TOWN CODES I
Line of First door \ o u \ AS REQUIRED AND C0%1DITIONS OF
Deck Above I ucs 3 d z 3 °' ° ���
r I �° a� < a� �° < � a a��i i i---Line of First Floor _ S"�' " T
, -o_ " �ibv U .D f- �/ Deck Above
` I a -� � 00 a x � � � a � I SOUTHOLD TOWN PLANNING BOARD
I o .� o �. u ° +- SOUTHOLD?OWN TRUSTEES
O �p - `1p b O �p I
.— � --
I co x I- ti 5
N u p N u p N as p
iJ.`r',S.DEC I
I
2x12 ACQ Ledger lbolte d to Extg 2x8 Rim Joist,see 5/A5
__ — _ _ = _ — _ _ _ _____—__ — _ - - - - -i RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
8"Conc. Foundation Wall,Typ. I OF THE TOWN CODE. I
I I i I I /Yew 12" Diam x 36"Copc
I b ( ( I -1-I I Pier,fee A4 f I I
- -1 I II i I I I I
— I I ^ ( ( I I 4" i 2 1_=vel Deck to be replaced
/Yew 6"Concf'lab o I ��
I cl — I I ( I Gradeftair Landing /
2fty Frame Dwelling
L J — (3)2x12 P�eam /Yew Egress./Lair to grade
L_ 4'-14'
I I I I I ?' ;;''• ••;;;':;.;� . Extg Deck to be
TILITY ROOM ° repaired
fhed
co
r- - - - - = �
fee A4
Up J
I-- — — — - - - - - - - - --- - - - - - - - - - --1 f- - --- - - - - - - - - - - - - O Driveway I
I ( '
I
I
(2)2x8 Pjeam
_ _ _ _ _ _ _ _ — 16"Diam,Conc Pier I
Li
WEMMT PLAY (Foundation& First Floor Deck Framing Plan) 1/4"=1'-0" ATE PLAY 1/16"=1'`0" �
ED ,
f UMMIT DRIVE ��Go �nA"r' Cy'T��� JUL 1 6 2021
BUTT DTNG TaFP T.
DVIGN CRITERIA =: fcope of Work: T-��•�'
\ rSMl
Ground Wind Design f eismic f ubject to damage from: Winter Ice lbarrier Flood Air Mean �oF Replace First and./econd Floor Decks in Rear Yard
f now fpeed Topographic (pedal Wind Wind-borne Design Frost Termite Design Underlayment Hazard Freezing Annual Repair First Floor Deck in Front andj'ide Yard
Load MPH Effects Region Debris Zane Categ. Weathering tine Temp. Required Index Temp. Add New Egressf tair from First FloorfY Deck to Grade
Depth �:•_. Issued: 6-29-21
25 psf 120 mph n/A NA 1 C fevere 42" HMe� 10 F Yes N/A o5 Ids 53Jd F � � ---� -
NO. �'.�T SOME AND INTERIOIIS biniaris Residence
,a" 41ONDERMONKAVENTIE,MANHASSETNt' ��1.'E�:!i ::`6-220-2734 nsai@optontitle.net ' F .
I ��3„/'ummlt Drive I
307FOUR771STREET, GREENPOR T NY 11944 NORMANNEMECAIA Mattituck, ICY 11952
ROOF /4AIL1/yG f GIgEDULF LIVE LOAD DESIGN CRITERIA
1. Blocking between ceililing Joists or rafters to top plate,toe nail:3-817 common 21/2"
2.Ceiling Joists to top plate,toe nail:3-817 common 21/2" Minimum Live Loading Criteria;
3,Ceiling joists not attached to parallel rafter,laps over partition,face nail:3-1617 common 31/2"
4.Ceiling joists attached to parallel rafter,face nail:3-16D common 31/2"@ heel joint Deck Floor Load: 40 PSF
5.Collor Tie to rafter,face nail:3-100 common 3" Guardrails and Handrails: 200 Lbs Laterally at any point along top
6, Rafter to top plate,3-100 common 3"(2 on one side 1 on otherside)
7. Rafter to ridge,valley or hip rafter,toenail:3-100 common 31/2"or end nail 3-10D box 3" Guardrail in-fill components: 50 PSF Laterally at any point below top
fee A3 WALL Stairs: 40 PSF uniformly and 300 Lbs along any 4 Sq Inches
8.ftud to stud,face nail:1OD box 3"@ 16"o/c
9.f tud to stud and abutting studs at intersecting braced wall corners,face nail:16D common 31/2"
10.Built up header,face nail.1617 common 31/2"@ 16"o/c
11.Continuous header to stud,toe nail:4-817 common 21/
12,Top plate to top plate,face nail: 1617 common 31/2"@16"o/c
13, Double top plate splice,face nail w/min.24"tap:8-16D common 31/2"
3 14.Bottom plate to jolst,rim Joist,band joist or blocking,face nail:16D common 31/2"@ 16"o/c
2-6 2-64 2-64 15jame as above except @ braced wall panel,face nail:(2)1617 common 31/2"@ 16"o/c
16.Top or bottom plate to stud,toe nail:3-1612 box 31/2"
17.Top plates, laps at corners&intersections,face nail:3-10D box 3"
fee 5/A5 18. 1"brace to ea stud&plate,face nail:3-80 box 21/2"
19. 1x6 sheathing to each bearing,face nail:3-817 box 21/2" fee 4/A5
20. 1x8&wider sheathing to each bearing,face nail:3-817common 21/2" fee A3
Continuous 4x6 ACQ Posts FLOOR
from Column Pad tofecond I I 21.,Joist to sill,top plate or girder,toe nail:3-817 common 21/2"
Floor Deck,typ, 22. Rim Joist,band joist&blkg to sill or top plate,toe nail:80 common 21/2"@ 6"o/c
Line Above nd Floor 23. 1x6 sub floor or less to ea joist,face nail:2-8D common 2 i/2"
- - - - -
Dec- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 24. Bandor rim joist to joist,end nail:3-16D common 31/2"
s
I 25, Built up girders and beams,32" o/c face nail staggered:20D common 4"
N I I I I 26, Led er strl supporting joists or rafters,face nail @ ea cw,'or rafter:3-16P common 31/2"
i,057# (4)2x12 ACQ Beam I,os�a 1,057# (4)2x12 ACQ Beam 1,057# i,o5,a (4)2x12 ACQ Beam 1,057#1 I 9 P Pp 9j J Typ.4x4 Guardrail Posts
_ _ _ _ _ 27, Br(dging to joist,ea end toe Hall:2-1017 3
IT— I WOODfTRUCTURAL PANEL. jUBFLOOR,ROOF AND INTMRIOR WALLfHEATWG _
28. 1/2"thick,6" o/c @ edges& 12" o/c 0 intermediate su orts:6D common 2"
N I I 1 29.5/8",3/4"thick same as above except:817 common 2 /2"
I I
Beams Below Columns Below
(4)2x12 ACQ Beam (4)2x12 ACQ l5eam (4)2x12 ACQ Beam
2,350N 2,55; 2,55 2.3500 GM 2,3500 2,3500 I.8c"*
I
o'o N Typ.4x4 Guardrail Posts I
IN
-o .n I I Dotwn tair
c First Floor Deck - - - - fecond Floor Deck
m .z o II
U � M a, - - - - it
" � u "o 0 — — — —
II
_ u 'o
�-2x12 ACQ Ledger Bolters to Extg 2x8 Rim Joist — — Existingftair Up 14 Risers @ 71/2"ea&10"treads.
UP
BEDROOM BEDROOM MATTER BEDROOM
DOWN LIVING ROOM
Newftair Dn 10 Risers @ 71/2"ea&10"treads. I I
Provide(2)2x12 ACQftringers on ea side and
secure 2x12 treader to stringers w/TAIOZ
ftainlessfteelftalrcose Angels and secure I
Ostringers to header w/VC/fftainlessfteel
Adjustable,/'tringer Connectors.
( i fee A4
� A
KITCHEN
LAUNDRY RM
�-� DOWN : :.;'• :. Dawn
it;:r.`. '.:•.,,••,` � I
® ' ce
Open to below
�
UP OO ® II
O � � �Oo II
A � o iI
fee A4 rT
Deck
I
II III'
VT FLOOR PL M &2nd floor Deck Framing Plan 1/4"=1'-0" 2AP FLOOR PLAN 1/4"=1'•0" :— '
Q�G >+AN AWN
f cope of Work:
Replace First and f econd Floor Decks in Rear Yard
Repair First Floor Deck In Front andj'ide Yard
Add Aew Egressftair from First FloorfY Deck to Grade
Issued: 6-29-21
lift
8 4
NORTHSHORE ARCHITECTURE AND INTERIORS biniaris Re�dence
41 ONDERDONBAVENUE MANHASSET NY 11 0 -0�' S16 220-2784 nsai►@aptonlane,net 673 f ummit Dave
307FOURTHSTREET, GREENPORTNY11944 NORMANNEMECAM Mattituck AY 11952
Existing Deckf tructures to be removed and replaced.
fee 4/A5
311
4
o
I �
3/4"Azek Facia board
fee 1/A5 (4)2x12 ACQ beam
/ 4x6 ACQ
\ / Knee gracing
I .
jree 5AA . _
Remove ani i replace all ttrr guard a j ch that a 4"diameter
ball cannot 1 a s5 through fi-om floot ti 3 36"above floor,typ.
I
O
I
I
I
3/4"Azek Facia Board
fee 2/A5 (4)2x12 ACQ Beam
4.4
B 0 0 0 0 0
ee
•4. \ •' ;e A.. RED, _
/ Allfteel Connectors and Fasteners are to bej'impsonftrong Tie
\ ftaInlessfteel installed In accordance w/manufacturers specifications, Q� MAN
All Galvanized bolt Fasteners are to be double hot dipped Galvanized.
All Concrete to be a Min.41S/'Iftrength.
Existing •
4x4 ACQ Columns and 12„Diam.Concrete
Piers, Provide and install(2)RP5Z Hot Dipped 11 °1A$�fi7 fcope of Work:
�v Replace First andf econd Floor Decks in Rear Yard
Galvanized Retrofft Post Bases to concrete piers w/(2) Rear Elevation 1/211=1 "o Repair First Floor Deck in Front andfide Yard
8"x 3/8" Diam. Hot Dipped Galvanized Anchors boltsp
w/ffT Epoxy Tie Adhesive each,typical, add dew Egressf tair from First Floorf Y Deck to Grade
Issued: 6-29-21
M biniaris Residence
• � NOR ARCHITECT�IRE AND INTERIORS
Am
41 OMEMONKAVENUE,MANHASSET NY 11030 516-220-2784 nsa@optonflund 673 f ummit Drive
307FOURTHSTREET, GREENPORTNY11944 NORMANNEMECAIA Mattituck, Ay 11952fAl
i .
TA10Z-ftainiess
fteel Tread Angles
(2)2x12ACQftrkngersEa-fide
li
6" Concf lab on Grade w/WWI1
fteel Rein. &2x3 ACQ----
ftringerftop secured to stringers
a
Grade
3»
,4
lftairfection 1"=1'-0"
CD
lo
I
Close all existing open risers with
new 3/4"Fiber Composite Boards I
Tr
I II
On all three sides o` :T:iuse:
Remove a" g 7
JDist existin '': an e I =
H gers,r place with 3 I
LL)/'26ftalnlessft el,joist Mangers 16"o/c,secure 1 li II F—xtgf tair
to ledger b Joist w/(4)10D,/'tainless fteel hails ea. 4 i .=i —
Provide H2.5Aftainlessfteel Hurricaneftraps as shown on 1/A3 I 1 I Existing Deekf �U� 11reS
to be removed crd replaced
I
I I
I I
CD 1 I I
1
' Extg 2x6 ACQ Rim Joist
- _ loI I I i
Itt
A — f ecure new 4x4 post 10
fee 4Z I new dble 2x6 beam (
w/(2)5/8"diam.galy. ! j
through bolts. I fister Ex 2x6 ACQ Rim Joist w/
an additonal 2x6 ACQ Beam. Install
/ /Yew f tair ;` UY26ftainlessfteel Joist bangers to
II I extg 2x6 cantilevering FJs,secure
to dble rim Joist(new beam)w/(4)10Dftainless
New 4x4 ACQ Column fteel nails ea.
l
a. .•n A • a4
. a '• •. •. II II ••O
C544ftainlessfteel it 1 U I V 0 d 0 1 1 p g
^ 4x4 Column Base
0 f ecured w/5/8" '' • : .• �� ,,;N
`6"Conc.fiab on Grade I , 'a. '4 ftainlessfteel Bolts '0
9�1
15031
12"Diam.Concrete Pier �o
(cope of Work:
East /'ide Elevation 1/2"=V-0" Replace First andf econd Floor Decks in Rear Yard
J Repair First Floor Deck in front and ide p f Yard
Add/Yew Egress f tailr from First Floor,/'/ Deck to Grade
Existing 04 ACQ Columns and 12"Diam.Concrete lssued: 6-29-21
Piers. Provide and install(2)RPBZ Hot Dipped
Galvanized Retrofit Post bases to concrete piers w/(2)
8"x 3/8" Diam. Hot Dipped Galvanized Anchors Bolts
w/ffT Epoxy Tie Adhesive each,typical. NORTH SHORE ARCHITECTURE AND INTERIORS biniat Residence
41 ONDERDONKAYENUE,MANHASSET NY 11030 516-220-2784 nsa@optontine.net 673 f ummit Drive
307FOURTHSTREET, GREENPORTNY11944 NORMANNEMECAM Mattituck, AY 11932
fee 4 & 5/ A5 Framing and Framing Connectionfpecffications,fame As below All Framing Connectors, Fasteners, /Pails,f crews and 5olts are to he f impson f tainless f teel U.O.A.
All Framing Connections shall be installed in accordance with f irrpson Manufacturersf pecifications.
Any deviations shall not be approved.
4x4 ACQ Guardrail Posts,
~Max.fpacing 6-6"fee Plan.
Copper-/idewall
3 >> Framing and Framing Connectlonfnecifications,fame As below Flashing over Ledger
2 Ll.�/'28-2 f tainlessf teel
DTT?.!f Deck Tension Ties at Guardrail Joist Mangers 16"o/c
Posts on both sides of post existing Wall Framing
IN ^(2)2x8 ACQ X bikg Uncut Treated
Lumber end
° ' • ° ----�HI (2)2x8 ACQ Floor Joists 16"o/c C97�t nuous 16'Long ' ' ' ' ' ' ° existing Floor Framing
3/4"Azek
Facia board
O O O O 2x8 ACQ M8ftainiessfteel DTT?'/f Deck
Rim Joist
Murricaneftraps 16"o/c Tension Ties 16"o/c
2x8 ACQ _ Typ. _, existing Wall Framing
O O O blocking J 2xl2 ACQ Ledgerfecure to Wall
Framing w/5/8"ftainlessfteel
— Through bolts 16" o/cftaggered.
The General Contractor shall
— — carefully examine all existing wall
and floor framing for decay and
[71
defects and shall replace as
required.
O O
..
rjlPetadl Elevation 1 =J .O" ie
0 LE 4 fection 1"=11-O
Framing and Framing Connectionfpeciflcations,fame As 1:,wiow
Continuous All lumber to be free of twists, cups and any deformities. One year after completion of all construction the GC
4x6 ACQ Column,Continuous 4x6 ACQ Column All lumber to be ACQ Pressure Treated Lumber, either shall evaluate all bolted connections and re-tighten
2x4 ACQ Top R°`► kiln dried or with less than a 12% moisture content. any loose connections clue to lumber shrinkage.
1 1/2"x 1 1/2"ACQ ballu;tiers 4x6 ACQ Column
GEAERAL/YOTV
The General Contractor shall
carefully examine all existing wall 1.The general contractor and all subcontractors shall be licensed to perfor- all work in the Town off outhhold andf uffolk County and shall comply with all AYf IRC
>> Copperfidewall and floor framing for decay and Code as well as NFPA Codes.
32 Flashing over Ledger defects and shall replace as 2.The general contractor shall provide the owner with a copy of certificate of insurance for general liability and builders all risk policy naming the owner and premises as
required. insured for no less than$2,000,000.00 for each occurance prior to the start of any construction. This Insurance shall be in addition to workman's compensation
LLV28-2ftainiessfteei Pinsurance as required by law for each employee and sub contractor, The ::i,?neral contractor agrees that the above stated insurance shall be the sole remedy against any
^ Joist gangers 16"o/c claims by the contractor, his employees and subcontractors or anyone at i:; near the premises for any claims brought against the owner and architect. The general
Fiber Composite Decking �. contractor agrees to Indemnify and hold harmless the owner and architect Against any claims brought on by general contractor's negligence and shall compensate both
MSftainleasfteel existing Wall Framing owner and architect for any legal expenses incurred.
gurricaneftraps 16"o/c 3.The general contractor shall perform all work in a first class manner and leave the premises broom clean every day. All material and labor will' be guarranteed against
2x3 ACQ base Rail Typ• defects for a period of two years after substantial completion. The genera'contractor shall take precautions to protect adjoining premises and make full repairs
Immediately to adjoining owner's satisfaction Immediately In the event of any damages b general contractor. The general contractor shall fabricate and Install a
1/4"x 4"x 12"ftainlessfteel Gusset Plate, (2)2x12 ACQ beam each side of col.,secure (2)2x8 ACQ Floor Joists 16,cq/F Existing Floor Framing temporary framed barricade to protect an pedestrians against construcff work.gAll work to be performed during ours permitted b the Town offouthhold.
secure to beams w/(2)3/4" to 4x6 ACQ Col w/(2)3/4" Uncut Treated I I I t I g g P ry P Y P g P g P y
Lumber End — f 4.The general contractor shall verifyall dimensions and conditions prior to,the start of construction and notifythe architect about an discrepancies.
ftainlessfteei Through golfs,Typ. Mot Dipped Galy.Through bolts,Typ. 5. Upon substantial completion however prior to final payment the general contractor shall provide the owner with an unconditional waiver against any liens for all
1/4"x 4"x 12"ftainless
(2)202 ACQ beam f teel Gusset Plates, DT rV r Deck material and labor.
O O each side of col.,secure secure to beams w/(2)3/4"' Tension Ties 16"o/c 6.The general contractor shall not perform any changes without first obtaining the owner and architects written approval.
to 4x6 ACQ Knee w/(2)3/4" ftainlessfteel Through bolts, — (2)2x12 ACQ Beam 7.The general contractor shall stop all work in the event of discovery of any toxic substances and notify both the owner and architect immediately. All new fiberglass
Mot Dipped Galy.Through bolts,Typ. Typ. — each side of col.,secure 8. All Insulation
methods and means of ated. I
to 4x6 ACQ Knee w/(2)3/4" f construction shall conform to the highest industry standards. All materials unless noted otherwise shall be new and installed in strict
O — Mot Dipped Galy.Through bolts,Typ. accordance with manufacturers specifications.
4x6 ACQ Ledger block, 4x6 ACQ Ledger block, 9.These construction drawings are not intended to be an exhaustive representation of all work to be performed. The general contractor shall familiarize himself with the
secure to Col.w/(2)3/4" secure to Col.w/(2)3/4" drawings andthe intended scope of work as well as all site conditions prior to submitting a cost proposal to owner.
O Mot Dipped Galv.Through Ults,Typ. — Mot Dipped Gaiv.Through bolts,Typ. 10.At the completion of project the general contractor shall submit to the owner a close out package consisting of all as built drawings, a list of all subcontractors and
Existing Foundation Wall contact information and copies of all warrantees and guarrantees of all materials installed.
3/4" Diam• Mot Dipped - _ 1 into 4x6 Col.,Typ.4x6 ACQ Knee, Mortised 1"into 4x6 Col.,Typ. 4x6 ACQ Knee,Mortised 1" L7 3/4"Diam.Mot Dipped
Galvanized Through bolt,Typ. — Galvanized Through bolt,Typ. MATERIAL,/':
1. Ail Framing Lumber shall be as specified or Or#2,whichever is greater. Lumber to be free of any bow, twist crook or cupping with a max moisture content of 12 %. All
Ki�/'1Z ZMAX Knee braceftabilizers,typ' lumber shall be protected from concrete with asphalt Impregnated felt mat. Ao lumber is to come into contact wlth soil, provide galy. metal or copper termite shield below
KP�/'1Z ZMAX Knee braceftabilizer,typ. foundation wall sill plate. All horizontal framing shall have lateral end restraint(solid cross blocking). All beams and girders shall have a min. 3" direct bearing, All fastening
Continuous shall comply with R602°3 IRC all cut outs and notching shall comply with R502.8 IRC. All new interior and exterior trim shall match existing,exterior trim to be cedar,
• 1i_ i� 11 4x6 ACQ Column 5fection 1"""� '��" Provide firestops In wall 48" o/c,
2 Detail Elevation 1 =1O 2. All Concrete work shall be reinforced with steel r-bars in accordance with plans and specs. All concrete shall have a compressive strength of 4,000 psi, provide control
joints as required. Exterior walking surfaces shall be non-skid finish, All soil below foundations to be undisturbed with a min. bearing capacity of 2,000 psf, All concrete
joints shall be waterproofed with TU-TUFF diffusion barrier. Concrete slabs to be cast over a 6 mil vapor barrier. The GC shall survey and verify the location of all
underground utilities and tanks prior to excavation.
4x6 ACQ Column,Continuous 4x6 ACQ Column 4x6 ACQ Column 3° All Exterior assemblies,joints and installation shall be 100 %waterproof. Caulk all joints with clear silicone, maximum 8"joint width allowable.
o
G546 ftainless f teel Column base C546 f tainlessf teel Column base C1546 f tainless f teel Column base - -IV--RED f cope of Work-
0 Grade Grade �oP�'� i �C� Replace First and f econd Floor Decks in Rear Yard
Grade `� Repair First Floor Deck in Front andfide Yard
n
a
fee Plan for Cal.Padfize
°
° fee Plan for Col.Padfize Add Aew Egress f tair from First Floor f Y Deck to Grade
° n /
Issued:6-29-21
9 a �IS987
12"Dlam.Coins.Pier ° : �12"Diam.Cone.Pier Q ° 12"Dlam.Gone.Pier ~Q � �� 12"Diam.Cons.Pier Or. ar
4 . Q c Cb46f•/'Column base Q_' 4 v Cb46ftainlessfteel Column base d� ?
° AM
4 4
.Q
4x6 ACQ Column a ° 4 ° 4x6 ACQ Column
d
• • ° ° � • • biniaris ResidenceGonc, Pad,fee Plan 4' a Q c aNORTHSHORE ARCHITECTURE.AND INTERIORS
° , Conc. Pad,fee Plan 4 Cone. Pad,fee Plan ° 41 ONDERDONKAYENUE,MANHASSETAT 11030 516-220-2784 nsa' tonlinenet
•4/7516 ZMAX Anchor bolt a 1
a ffrblr5 ZMAX Anchor bolt ffrbl6 ZMAX Anchor bolt Q� �p 673 f ummit Drive
4' 307FOURTHSTREET, GREENPORTNY11944 NORMANNEMECAIA Mattituck AY 11
952
3 foundation ection 1 -1 -� f
Plan View 6 Foundation ection 1 -1 7 Foundationf ection 1 -1 -0 Plan View