HomeMy WebLinkAbout48846-Z Town of Southold 7/18/2024
o y� P.O.Box 1179
o _ 53095 Main Rd
y�j01 �,ao�.i Southold,New York 11971
CERTIFICATE. OF OCCUPANCY
No: 45364 Date: 7/18/2024
THIS CERTIFIES that the building ACCESSORY
Location of Property: 4593 Wickham Ave,Mattituck
SCTM#: 4.73889 Sec/Block/Lot: 107.4-8.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/21/2022 pursuant to which Building Permit No. 48846 dated 2/2/2023
,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:
accessory garage as aapplied for.
The certificate is issued to Trapanotto Pamela A Rev Trt&Gary
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 48846 7/l/2024
PLUMBERS CERTIFICATION DATED R� n r\
th ize Si nature
o�suFFe��-� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
Woy • �� 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#: 48846 Date: 2/2/2023
Permission is hereby granted to:
Trapanotto Pamela A Rev Trt
4575 Wickham Ave
Mattituck, NY 11952
To: construct accessory garage as applied for per ZBA approval.
At premises located at:
4593 Wickham Ave, Mattituck
SCTM #473889
Sec/Block/Lot# 107.-4-8.1
Pursuant to application dated 12/21/2022 and approved by the Building Inspector.
To expire on 8/3/2024.
Fees:
ACCESSORY $350.00
CO-ACCESSORY BUILDING $50.00
Total: $400.00
Building Inspector
pF SOUT�,oI
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Town Hall Annex. Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G
� yo sean.devlin(a�town.southold.ny.us
Southold,NY 11971-0959
�yCOUNTN,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Pamela A Trapanotto Trt
Address: 4593 Wickham Ave city:Mattituck st: NY zip: 11952
Building Permit#: 48846 Section: 107 Block: 4 Lot: 8.1
WAS EXAMINED AND FOUND TO BE.IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Home Owner License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1 st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors -
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 3 4'LED Exit Fixtures Sump Pump
Other Equipment:
Notes: Acc. Garage
Inspector Signature: Date: July 1, 2024
S.Devlin-Cert Electrical Compliance Form
OF SOUIy��
# # TOWN OF SOUTHOLD BUILDING DEPT.
�ycou 631-765-1802
gg INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL �M_ GAyole,,--
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
AIL7
1
DATE INSPECTOR
�o&,ZF sou TyOIo —l E l (o ',A 5-7 -� V' eJ��
# TOWN OF SOUTHOLD BUILDING DEPT.
ou 631-765-1802
INSPE CTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[. ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ , LECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
F�ru v U.-J
N. J. MAZZAFERRO, P.E. JAN 2 9 2024
PO Box 57, Greenport,N.Y. 11944 r!I T 171.1 T'I Ill�T f.71 P,�P,Fp"'.
Phone- 516-457-5596
Consulting Engineer
January 29, 2024 Design, Construction, Inspection
Page 1 of 1
Town of Southold-Building Department
53095 Main Road
Southold NY 11971
Re: Trapanotto
4593 Wickham Ave
Mattituck,N.Y. 11952
District-1000, Section-107. Block-4 Lot-8.1
Building Permit Number—48846
Inspection—Footing—Foundation
On 1/24/2024, 1 verified the construction at the noted location. The construction included
the footing and foundation for the new accessory garage structure.
The certification inspection results are:
Items inspected included the footing and foundation size and location.
The footing and foundation work was done according to the plans and in compliance with
the applicable sections of the IRC,NYS and Southold Town Building Codes.
Result—Based upon inspection of this project and to the best of my knowledge, belief
and professional judgment, construction as installed complies with the plans and
applicable codes of the IRC,NYS and Southold Town Building Codes.
Nicholas J. Mazzaferro, P.E. OF N W
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pR�4'0 05-7
PESSI
JAN 2 9 2024
N. J. MAZZAFERRO, P.E. . . ��DU'gG
PO Box 57, Greenport,N.Y. 11944
Phone- 516-457-5596
Consulting Engineer
January 29, 2024 Desio, Construction, Inspection
Page 1 of 1
Town of Southold-Building Department
53095 Main Road
Southold NY 11971
Re: Trapanotto
4593 Wickham Ave
Mattituck,N.Y. 11952
District-1000, Section-107. Block-4 Lot-8.1
Building Permit Number—48846
Inspection—Framing
On 1/24/2024, I inspected the construction at the noted location. The inspection covered
the framing for the accessory garage structure. The areas inspected included the first floor
and roof of the new garage. The framing work included exterior walls and roof.
The inspection results are:
Items inspected included lumber type/grade, lumber size, dimensional spacing, framing
connections,header sizes,bearing, continuity strapping and integration with the concrete
foundation.
The framing work was done according to approved plans and in compliance with the
applicable sections of the IRC,NYS and Southold Town Building Codes.
Result—Based upon inspection of this project and to the best of my knowledge,belief
and professional judgment, construction as installed complies with the plans and
applicable codes of the IRC,NYS and Southold Town Building Codes.
of ��y
Nicholas J.Mazzaferro, P.E. h • Fo
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JUN 2 4 2024
Buliding Department
Town of Southold l
'IELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
------------------------------------
FOUNDATION (2ND)
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ROUGH FRAMING& J
PLUMBING
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INSULATION PER N. Y.
STATE ENERGY CODE
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FINAL
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ADDITIONAL COMMENTS
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o�SUFFBI& TOWN OF SOUTHOLD—BUILDING DEPARTMENT
s= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 ht!ps://www.southoldtownny.gov
tReceived
APPLICATION FOR BUILDING PERMIT
D
For Office Use Only D
PERMIT NO. Building Inspector: AUG 6 2021
Applications and forms must be filled out in their entirety.Inco ete- B G DEPT.
applications will not be accepted. Where the Applicant is not the owner,an TO�,T7 ' HOLD
Owner's.Authorization form(Page 2)shall be completed. ;
1 At
Date: j 2021 D
JOWNER(S)OF PROPERTY:
Name: M#1000-
- SCT
Project Address:
. . 5 5 . Ili v vvl �/1 ► uL�- ��n
Phone -� Id - �J�J -O�Sb- -_-. _ Email:
Mailing Address:
CONTACT PERSON:
Name:
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name: I&L,
Mailing Address:
Phone#: 96)IV-
'CONTRACTOR INFORMATION:'
Name: O JVA
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No
1
-`PROPERTY INFORMATION
Existing use of property: 2nL� Intended use of property: �IG�iW
Zone or use district in which premises is sit te� Are there any covenants and restrictions with respect to
A I �� this property? ❑Yes;gNo IF YES, PROVIDE A COPY.
b
.heck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town,Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone,
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or,for removal or demolition as herein described.'The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authoriied inspectors on premises and in building(s)for necessary inspections-False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By( int name): ❑Authorized Agent Xowner
Signature.of Applicant: Date: A >qu-,4 202�
'STATE O.F;NEW YORsK)
COUNTY OFSIkt )
zq -1-i--,q2,qAQ44y being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signink contr
act)above named,.
(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
S,r 20 21
day of u. Ll-
otary Public
�� TRACEY L. aYER
PROPERTY OWNER AUTHORIZATION TARY PUBLIC,STATE OF NEW PORK
NO.01 DW6306900
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2_
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
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: August 20, 2021
TO: Gary Trapanotto
4575 Wickham Avenue
Mattituck,NY 11952
Please take notice that your application dated August 6, 2021:
For permit: to construct an accessory garage at:
Location of property: 4593 Wickham Avenue, Mattituck,NY
County Tax Map No. 1000—Section 107 Block 4 Lot 8_1
Is returned herewith and disapproved on the following grounds:
The proposed accessory, on this conforming 46,226 sq. ft. lot in the R-40 District, is not
permitted pursuant to Article III, Section 280-15, which states accessory buildings and
structures shall be located in the required rear yard.
The accessory is located in the front
Authorized igna
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Z.B.A.
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: August 20, 2021
RENEWED: January 10,2022
TO: Gary Trapanotto
4575 Wickham Avenue
Mattituck,NY 11952
Please take notice that your application dated August 6, 2021:
For permit: to construct an accessory garage at:
Location of property: 4593 Wickham Avenue, Mattituck,NY
County Tax Map No. 1000—Section 107 Block 4 Lot 8_1
Is returned herewith and disapproved on the following grounds:
The proposed accessory, on this conforming 46,226 sq. ft. lot in the R-40 District, is not
permitted pursuant to Article III Section 280-15, which states accessory buildings and
structures shall be located in the required rear
The accessory is located in the front
Authorized Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Z.B.A.
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: August 20, 2021
RENEWED: January 10,2022
TO: Gary Trapanotto
4575 Wickham Avenue
Mattituck,NY 11952
Please take notice that your application dated August 6, 2021:
For permit: to construct an accessory garage at:
Location of property: 4593 Wickham Avenue, Mattituck,NY
County Tax Map No.,1000—Section 107 Block 4 Lot 8.1
Is returned herewith and disapproved on the following grounds:
The proposed accessory, on this conforming 46,226 sq. ft. lot in the R-40 District, is not
permitted pursuant to Article III, Section 280-15, which states accessory buildings and
structures shall be located in the required rear yard.
The accessory is located in the front yard.
Authorized Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Z.B.A.
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: August 20, 2021
RENEWED: January. 10, 2022
RENEWED: June 2, 2022
RENEWED: August 4,2022
TO: Gary Trapanotto
4575 Wickham Avenue
Mattituck,NY 11952
Please take notice that your application dated August 6, 2021:
For permit: to construct an accessory garage at:
Location of property: 4593 Wickham Avenue, Mattituck,NY
County Tax Map No. 1000—Section 107 Block 4 Lot 8_1
Is returned herewith and disapproved on the following grounds:
The proposed accessory, on this conforming 46,226 sq. ft. lot in the R-40 District, is not
permitted pursuant to Article III, Section 280-15, which states accessory buildings and
structures shall be located in the required rear yard.
The accessory is located in the front yard.
Authorized Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
A
BOARD MEMBERS ®��stF Fat/(Z'®v, Town Hall Annex
Leslie Kanes Weisman, Chairperson 53095 Route 25, Main Road
Patricia Acampora ® P.O. Box 1179
Eric Dantes Southold,NY 11971
Robert Lehnert,Jr. ®.� ® ®; Telephone(631)765-1809
Nicholas Planamento �� RECEIVE®
http://southoldtownny.gov D C 1 9 2022
I I� I� II I�� I ZONING BOARD OF APPEALS
QEC 2 1 2o22D TOWN OF SOUTHOLD
Southold Town Clerk
dUwUlnMC,bLI , DELIBERATIONS AND DETERMINATION
TOWNOFSPUTHO o MEETING OF DECEMBER 15, 2022
ZBA FILE: 7712
NAME OF APPLICANT: Gary Trapanotto
PROPERTY LOCATION: 4593 Wickham Avenue, Mattituck,NY. SCTM#1000-107-4-8.1
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued
its reply dated August 23, 2022stating 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.
PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 46,226 square foot parcel in the
Residential R-40 Zoning District. The northerly property line measures 273.75 feet, the easterly property line
measures 162.50 feet and the southerly property line measures 267.13 feet. The westerly property line measures
175.00 feet and is adjacent to a 30 foot Right of Way that runs north from Wickham Avenue to dead end at Long
Creek. The parcel is improved with a one-and one-half frame dwelling with an attached wood deck in the rear of the
dwelling as shown on the survey map prepared by John C. Ehlers, LS and last revised September 29, 2004.
BASIS OF APPLICATION: Request for a Variance from Article III, Sections 280 -15 and the Building Inspector's
August 4, 2022 Notice of Disapproval based on an application for a permit to construct an accessory garage; at; 1)
located in other than the code required rear yard; at 4693 Wickham Avenue, Mattituck, NY. SCTM#1000-107-4-
8.1.
RELIEF REQUESTED: The applicant requests a variance to construct an accessory garage in a nonpermitted front
yard,of a conforming 46,226 square foot parcel in the Residential R-40 Zoning District, pursuant to Article III,
Section 2$0-1 5, which states accessory building and structures shall be located in the required rear yard.
ADDITIONAL INFORMATION: The existing dwelling was one of the original houses in this area having a
driveway entrance from Wickham Avenue. The residence faces Wickham Avenue. In the late 1960's a variance
was granted to create the existing Right of Way which is used to access the home. This Right of Way altered the
orientation of front and rear yards on the property by creating a second road frontage defined as a second front yard
Page 2, December 15,2022
#7712,Trapanotto
SCTM No. 1000-107-4-8.1
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on December 1, 2022 at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The proposed accessory'garage will be in a wooded area and
barely visible to the neighbors and from Wickham Avenue. Free standing accessory garages are common in the
surrounding neighborhood. The proposed accessory garage will be one-story so it will not be highly visible or
intrusive to the neighbors.
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. There is no other feasible location for this garage given the
problems associated with the location of the present existing sanitary system. The applicant cannot place the garage
in a conforming rear yard location because it would interfere with the existing sanitary system. The yard has a
dramatic incline with grade changes which would require construction of retaining walls and potentially create run
off issues in order to construct a level garage. Currently the location is where the applicant parks the cars. It is not
uncommon to see an accessory garage located in the front yard in this community.
3. Town Law 4267-b(3)(b)(3). The variances granted herein is mathematically substantial,representing 100%relief
from the code. However,the proposed location will not be detrimental in any way to the surrounding properties and
as mentioned previously,this is the only location that would work.
4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest,that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New
York Town Law 267-13,motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried,
to
rn Tm t applied t__ 4 ... +L C:+ D1 a i2.,.1A, Plans (Eleyat.^ns and Floor Planc)
�iANr 1 the variance as applied LV1 and shown on Ile Site Plan and uuiMing , lans �
prepared by Nick J. Mazzaferro, LPE, June 16,2021
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The attic shall remain unconditioned space with open stud walls and rafters, non-habitable, and used
only for storage.
Page 3, December 15,2022
#7712,Trapanotto
SCTM No. 1000-107-4-8.1
This approval shall not be deemed effective until the required conditions have been met.At the discretion of
the Board of Appeals,failure to comply with the above conditions may render this decision null and \
void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not
increase the degree of nonconformity.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback
or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action.
IMPORTANT TIME LIMITS ON THIS APPROVAL
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)
year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE
WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a
timely manner may result in the denial by the Building Department of a Certificate of Occupancy,
nullify the approved variance relief, and require a new variance application with public hearing
before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes,Acampora, Planamento and Lehnert. (5-0)
*- -A
NP-la-hamento, Vice Chair
prfor filing VY/ /2022
lxblso
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex 254375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
lamesh(cDsoutholdtownny.gov - seand(c�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN.INFORMATION (All Information Required) Date:
Company Name: J A& C x v 4K f r
Electrician's Name: '0UIe-0,v""r"- Tr!!- 0-ne o
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
4
Name:
Address: y5'15 t0%& kAv,�. AyL �5�►3 CU�Gk-11�
Cross Street:
Phone No.: �7j5 - o
Bldg.Permit#: V P email: rp pael co
Tax Map District: 1000 Section: I o Block: Lot: �. I
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage: 57 S
Circle All That Apply:
Is job ready for inspection?: aYES ❑ NO Rough In [�Final
Do you need a Temp Certificate?: ❑ 'YES VIVO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overh.ead
# Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION' ,7
r-c-c 991
p AI- Lf$s34(o
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces'
H H s
UC Lts Fridge HW POOL
Fans Mini Fr. W/D
Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
., Lights
Heat Pucks ERV
-�.. HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have .Used
Comments
• PHOTO I PHOTO 2
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2-#4 REBAR WITHIN FOOTING. FOOTING DEPTH
MINIMUM 3'-0" BELOW GRADE
PROVIDE SIMPSON PHD5LLJHOLDDOWN (TYP. 2) 9 TJI 230 CJ •CT
ANCHORS AT ALL CORNERS I @ I G" O.C. I I WALL LEGEND:
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Ie' DIAMETER ANCHOR BOLTS I I I 7" MIN. DEPTH @ 45"O.G. 2x1 O RR 2"X 4"STUD FRAME EXTERIOR WALLS, Z
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SIDING AS SELECTED;J"GYPSUM
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I 9'-I CEILING HEIGHT I i USE ACQ FRAMING LUMBER ON ALL AREAS AGAINST CONCRETE
O I I I ABOVEE GARAGE SLAB
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-'� I I • PROVIDE (2) SILL PLATES 9'PRECUTS CONTINUOUSLY AROUND FOR m
IGARAGE �+ Al MAXfMUM WALL HEIGHT to
4" POURED CONCRETE SLAB U I I o b I 2x 10 RR _ • ALL WINDOWS t- HINGED DOOR TO RECEIVE 2- 2x 10 HEADER-5 ABOVE
ON COMPACTED FILL WITH-- N N I @ 16 O.C. I I I �/
W.W.M. G X G/ 1 O X 10 I I I G'-1 O 8" DOOR HEADER HEIGHT AS FRAMED ABOVE SLAB; FRONT GABLE ry -
GAUGE WIRE (TY1'. ALL AREAS
I I WINDOW HEADER TO BE 14 FEET ABOVE SLAB; BACK GABLE HEADER 13'-4"
I } WITHIN GARAGE) • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR SANDTONE WINDOWS, LLJ
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I I I I I @ I G. O.C. ROOF NOTES: U
II • GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER z
`.8 I I ENTIRE ROOF AREA. 15# FELT OVER"CDX PLYWOOD
NOTE: I I SHEATHING WITH ICE*WEATHER SHIELD AT ALL PERIMETERS
I I I ( PROVIDE WIRING FOR OVERHEAD 2868 AND VALLEYS, w
GARAGE DCOR AS PER I I • ALL OVER HANG DIMENSIONS ARE AS INDICATED; '
HTT SERIES LOWER FOUNDATION WALL I •' I N i INACCORDAMANUFACTUNCE WITH THE
SPECIFICATIONS I x(; FASCIA AND VENTED, VINYL BEADED SOFFITS.
G'-O'x 6-0' DOOR w/ "
HOLDDOWN HEIGHT AT DOOR OPENING I RESIDENTIAL ELECTRICAL CODE I 2_9 �' LVL HEADER ABOVE.
I • G:12 PITCH OVER ALL ROOF AREAS
I w. — .a I _ OF NEW YOPK STATE
p s i -- C520 STRAPPING
777 RUNOFF NOTE:
b CIR30 GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS LL1
4'-4z" t 6'-s' 4'4" t—'— '" '�—' •-•� AS PER INSTALLER-ALL LEADERS DRAIN TO 4"0 PVC z
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729 x . I G7 x 7.5 = 913 gallons of runoff
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FOUNDATION PLAN GARAGE PLAN
R�o co tatnme0 t Requires: z
(1) 4'-O"deep x 8'-0" O ring OR equal
SCALE: 1" = I'-0" SCALE: -b = 1 "'-C y a
(provides 1200 total capacity) U
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UNAUTHORIZED ALTERATION OR ADDITION TO TH13 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW
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GENERAL NOTES:
FRAMING NOTES: O
• The information on this set of construction documents is to relate basic design z
intent and framing details. They are intended as a construction aid, not as a z
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substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center a
the 2020 Residential Code of New York State. The general contractor is responsible
for providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation
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finished,structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA' -' w
• General contractor to coordinate all subcontractors,scheduling of work and •
interaction between trades. All straps, connectors, plates, bolts, nails, etc.are to be galvanized. Designated connectors,straps,
etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps,etc.are to be
• The contractor 15 responsible for ensuring that all work and construction meets nailecl/bolted in accordance with the manufacturer's specifications.
or exceeds current federal,state and local codes,ordinances and regulations,etc.
These codes are to be considered as part of the specifications for this budding plan. • Solid blocking is to be installed every 8'-0" max, or mid span of all floor Joists with spans exceeding ARCHITECTURAL ASPHALT
8'-0". Blocking is to be installed at all point load bearing points. I I M" LVL RIDGE;
• If in the course of construction,a condition exists which disagrees with that as SIMPSON C520 ROOFING WITH 15# FELT p
Indicated on these drawings,the contractor shall stop work and note the designer CONNECTOR(TYP. ALL) OVER fig" CDX PLYWOOD i
9 p fi' g • All exterior wall headers to be as indicated on floor plans�sections. All headers exceeding �
4 the engineer immediately. Should he fail to follow this procedure and continue work, 5'-0"shall have a double jack stud with a single king stud on exterior walls provide double sill plate(typical). WITH ICE t WEATHER SHIELD RIDGE HEIGHT
he shall assume all responsibility and liability an5mg therefrom. @PERIMETERS VALLEYS
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12
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. ELECTRICAL NOTES: G 1 —
• The designer has not been engaged for construction supervision and assumes BOLT ALL CJ TO RR w/2-no . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include @�6 OG �" CB
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responsibility for construction coordinating with these plans,nor responsibility for 3
construction means,methods, techniques,sequences or procedures or for safe installation of fixtures 4 specifications as indicated on plans. Light fixtures to be supplied by �(L U 4) b
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precautions and programs In connection with the work indicated. There are no owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install 'L��O ATTIC
warranties for a specific use expressed or implied in the use of these plans. all outlets as per code. All work is to be done in strict accordance- SIMPSON H7 CONNECTOR � � � O
with the New York State Code _
1 xG FASCIA, CENTER
by a licensed electrician. All new switches 4 outlets to be Levition,standard, supplied 4 installed (h U
BEADED VENTED VINYL
FOUNDATION NOTES: by contractor. Contractor to do all hook-ups as required for bathrooms. L O
SOFFIT; G" OVERHANGS ca Lf) M O
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9 TJ 1230 CJ/CT @ I G'OC WALL/RAFTER PLATE —
• General contractor to review plans,elevations and details to determine
intended heights of finished floor above typical grade.
2- 2x 10 HEADERS ABOVE
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/5cl.ft. DOOR 4 GABLE END WINDOWS; -
2x4 STUD FRAME EXTERIOR C520 STRAPPING
• Concrete shall be FC= 3,500 PSI @ 28 days WALL @ I G" O.C. w/R-1 5 W
• Concrete on 4"sand or gravel fill minimum,with GxG- I O/I 0 welded wire mesh INSULATION,8" CDX PLYWOOD QD
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reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor SHEATHING, HOUSE WRAP 4 SIDING GARAGE
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be AS SELECTED;2"GYPSUM BOARD UNHEATED Q
adequately supported by precast concrete bar supports to assure that the reinforcement ON INTERIOR OF WALLS
Is held in position during concrete placement and finishing.
2- 2x4 ACID SILL PLATE �
• General contractor to install cop-r-tex(or copper)sheet metal termite shields OVER TERMITE SHIELD 4" POURED CONCRETE SLAB
between all wood surfaces that are exposed to concrete or masonry surfaces. OVER SILL SEAL; ON COMPACTED FILL WiTH
PROVIDE SIMP50N C5, W.W.M. G X G/ I O X 10 n TOP OF FOUNDATION
NAILING SCHEDULE W/LPT4 CONNECTORS GAUGE WIRE
GRADE i
2C 18 b✓OOD FRAME CONSTRUCTION MANUAL g' DIAMETER ANCHOR BOLTS
W/7" MIN. DEPTH @ 48"O.C. Q- U
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING W/MiN. 3"X3"4'WASHER @ PLATE UNEXCAVATED 4
Oin
RAFTER TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER RAFTER _ 8" POURED CONCRETE FOOTING DEPTH
ROOF FRAMING OZ 2
FOUNDATION WALL W/ lL!
I O'-O°WALL:3-8d PER RAFTER r
P-4'X 8"d. FTG.; PROV. -
CEILING JOIST TO TOP PLATE TOE NAILED 8'-O"WALL:3-6d PERJOIST Lu
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I0'-O"WALL:4-8d PERJO19T 2-#4 RE15AR IN FOOTING(TYPICAL ALL AREAS) N
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CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP _ ,_ N
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP Q� 3
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE 'NOTE: CONCRETE SHALL BE S z
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END f C = 3,500 P51 @ 28 DAYS BUILDING SECTION "AllE
RIM BOARD TO RAFTER END NAILED 2-16d EACH END FOOTINGS SHALL BEAR ON
UNDISTURBED 501L WITHIN SCALE: 4,
WALL FRAMING BEARING CAPACITY OF
TOP PLATE TO TOP PLATE FACE NAILED 2-1 lid • PER FOOT 1.5 TONS PER SQUARE FOOT
TOP PLATES AT INTERSECTIONS FACE NAILED 4-I Gd JOINTS-EACH SIDE q)
STUD TO STUD FACE NAILED 2-16d 24"O/C
HEADERTO HEADER FACE NAILED I lid I G"O/C ALONG EDGES m
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TOP OR BOTTOM PLATE TO STUD END NAILED 2-i Gd PER 2X4 STUD
3-I lid PER 2X6 STUD
4-16d PER 2X8 STUD
BOTTOM PLATE TO FLOOR J015T,
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA v
BANJJOiST,END JOIST,OR BLOCKING FACE NAILED 2-1 lid '— PER FOOT GROUND SNOW LOAD 20 Ibs
FLOOR FRAMING BASIC WIND SPEED 130 mph (L/
J015T TO 51LL,TOP PLATE,OR GIRDER TOE NAILED 4-Sd PERJ015T Ex Exposure Category e GVIERAL WiND PROTECTION CONNECTION NOTES W
BRIDGING TO J015T TOE NAILED 2-8d EACH END
BLOCKING TO JOIST TOE NAILED 2-8d EACH END SEISMIC DESIGN CATEGORY B Adapted from Standard for Hurricane Resistant Residential Construction; SSTD (�
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK WEATHERING SEVERE 10-99 and 2018 SBC High Wind Edition Wood Frame Construction m
LEDGER STRIP TO BEAM FACE NAILED 3-I6d EACH JOIST FROST LiNE DEPTH 3'-0" Fa5tner5 and Connectors for Wood Frame Construction LLJ !; I
J015T ON LEDGER TO BEAM TOE NAILED 3-8d PERJOIST TERMITE MODERATE TO HEAVY i )
BAND J015T TO JOIST END NAILED 3-16d PERJOIST ICE BARRIER REQI:IRED YES I. /,continuous load path between footings, foundations walls, floors, studs and
BAND JOIST TO BILL OR TOP PLATE TOE NAILED 2-I lid PER FOOT roof framing shall be provided.
ROOF SHEATHING DESIGN LOAD CALCULATIONS tu
3
4'PERIMETER EDGE ZONE- I li"OIC-G"AT PANEL EDGES 2. Approved connectors, anchors and other fastening devices not included in
STRUCTURAL PANELS Sd AND AT INTERMEDIATE SUPPORTS IN THE PANEL FiELD the Standard Building Code, Section 230G of IBC shall be used in accordance (] z
INTERIOR ZONE- 1 6"O/C-6"AT PANEL EDGES AND 1 2"AT MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD5(Ibsf) with manufacturer's recommendations. o
Bd INTERMEDIATE SUPPORTS IN THE PANEL FIELD EXTERIOR BALCONIES GO
FOR ROOF SHEATHING WiTHIN 4'-O'OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH SIDE Or THE ROOF PEAK,THE 4'-0"PERIMETER DECKS 401 3. Metal plates, connectors, Screws, bolts, and nails exposed directly to the U
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ATTICS WITHOUT STORAGE 10 weather or Subject to salt corrosion in costal areas, Shall be stainless steel or z
CEILING SHEATHING ATTICS WITH STORAGE 40 hot dipped galvanized.
GYPSUM WALLBOARD 5d COOLERS 7°EDGE/ i O°FIELD ROOMS(OTHER THAN SLEEPING ROOMS) 40 EIc�J Dept copy from YEA
SLEEPING ROOMS 30 4. Where windows and doors interruptwood structural panel Sheathing and r'Insl rFvlesued dgcument�
I' 9 zSA File
WALL SHEATHING Siding, framing anchors or connectors shall be provided at the top and bottom Dav!: ill
STRUCTURAL PANELS 1 j2„ 1 1 ga.Galv.Roofing nail 3'EDGE/6'FIELD TABLE R301 .7 of cripple studs, header studs, and at least one stud at each side of opening.
(.12"x 1.51.x.7/1 6"heady
25/32" 1 1 ga.Gaiv.Rodmg na.l 3•EDGE/G"FIELD ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS 5. Ridge straps shall be attached to each pair Of opposing rafters except where of N
(.I2N1.751.x.3/8'head) STRUCTURAL MEMBER ALLOWABLE DEFLECTION
FIBERBOARD PANELS 7/1 G. lid 3'EDGE/6"FIELD collar ties of 1 x6 or 2x4 lumber Is located in upper third of attic space and "� p�
25/32' 8d 3'EDGE/6'FIELD Pafters having slopes greater U 1.50 attach to each pair of rafters. 5 J. Mq `r
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I O"FIELD than 3112 with no finished ceili G. Uplift connectors shall be provided at each rafter bearing.
4'EDGE ZONE- 16"O/C-VAT PANEL EDGES AND IV AT attached to rafters
HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Interior walls 4 partitions H/150 7, floor to floor hold-downs to be provided every 45, and every i G" within 4' Z �,
INTERIOR ZONE- I O/C-G'AT PANEL EDGES AND 1 2"AT
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Floors# altered ceili s U3G0 of exterior corners. `V
FLOOR SHEATHING All other structural members L/240
STRUCTURAL PANELS- I"OR LE55
Bd 6"EDGE 12"FIELD Exterior walls with plaster or H/3G0 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the
stucco finish fouldation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3" x °FEsso PI'
Exterior walls-wind loads with U240 I/8'washers. A minimum of one anchor bolt shall be provided within G to 12
Nailing requirements are based on wall sheathing nailed 6 inches O.C.at the panel edge. If wail sheathing is nailed 3 inches O.C.at the panel edge to obtain brittle finishes inches of each end of each plate. Anchor bolts shall have a minimum embedment
higher shear capacities,nailing requirements for structural members shall be doubled,or at
' When wail sheathing is continuous over connected members,the tabulated number cf Wads shall be permitted to be reduced to I-I lid nail per foci. Exterior walls-wind loads with U 120 of 7 inches in concrete/ masonry foundations. Anchor bolts Shall e located UNAUTFJORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED
flexible finishes Within 12 inches of corners and at Spacing not exceeding 4 feet on center. DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
1
F7,177 CTF7 I C`1'P.
;""OtM17CTJOX'J UQU6P9ED
TRUSS PLACARDMIGRE-QU71RE:101
AP 'VED AS 1'4
DATE: . 1� B.P.#— All exterior lighting
FEE: Z6,
0 - installed,replaced or
NOTIFY BUILD..;�,-'� - '--,-�'h,1'r-NT AT repaired shall conform
7615-1802 8 Act." I FOR THE FOLLOWING, ii �25 to Chapter 172
C 7-D of the Town Code
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2. R01"GH - F,7Ai',`,1:',- P%41DING
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4. AIL MUST
PFIN 0.
t-,LL CONSTRUCT,—\ MEET THE
REQUIRFMEN-1 S OF T"IE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
NG I*33'30"E 273.75'
COMPLY WITH ALL CODES OF
NEW YOIRX STATE & TOWN CODES ACCESSORYBUILDING ENV LOPE
AS REQUIRFEE" AND CONDIT!ONS OF
1�TOT! 7P A
BOARD
05ED GARAGE
USE IS UNLAWFUL
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OCCUPANCY OR 25'-0
EXTENDED
DRIVEWAY
WITHOUT CERTIFICV
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FRONT ENTRY
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
107-4-8. 1
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survey prepared by
John C. Ehler5 Land Surveyor
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last amended date September 25, 2004
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PARCEL 107-4-8. 1 PROPERTY INFO:
N) Exi5tincj Lot Area: 4G,22G 5q,ft.
W Zone: R-40
Use: Residence
HOU5e Area: I 5G2 5cl.ft.
o (CX15tinrj wl deck):
Exi5tincj Lot Coverage: 3.37%
Proposed
New Garage: G25 5C[.ft.
Total Area: 2 187 5q.ft.
TOTAL LOT COVERAGE: 4.7%
PARCEL 107-4-9.9 PROPERTY INFO:
EX15t1nj Lot Area: 23,338 5cl,.ft.
� Zone: R-40
A Use: Vacant - Common Drivewa,
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WICKHAM AVENUE
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Consulting lfriqneer: Gary Pamela Traparlotto DRAWING: Site
NANCY DVVYER, DESIGNER NICK MAZZEfERRO, PE NEW 4593 Wickham Avenue SCALE: A5 Noted
Southold, New York - G31-739-4G 17 Greenport, New York * 516-457-5596 GARAGE Mattituck, New York DATE: G. I G.202 I
BY: NE)
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GENERAL NOTES: 0 —
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• The information on this Set of construction documents is to relate basic design FRAMING NOTES: u z
intent and framing details. They are intended as a construction aid, not a5 a 0 — p
substitute for generally accepted good building practice and are in compliance with • All lumber 15 to be Douglas Fir#2 or better at I G"on center Q Z
the 2020 Residential Code of New York State. The general contractor Is responsible
for providing standard construction details and procedures to ensure a professionally . All wood framing in contact with concrete or masonry 15 to be pressure treated. 'ACC'designationLU
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fm15hec', structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA' LLj
}
• General contractor e s. U Q
interaction between trade coordinate all subcontractors, scheduling of work and . All Straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, E) (1) 0 ID
etc. on these drawings are my by 5lmp5on unless otherwise indicated. All connectors, straps, etc. are to be
• The contractor 15 responsible for ensuring that all work and construction meets nailed/bolted in accordance with the manufacturer's Specifications.
or exceeds current federal, state and local codes, ordinances and regulation5,etc.
These codes are to be considered as part of the specifications for this building plan. • Solid blocking is to be installed every 8'-0"max. or mid span of all floor J015t5 with 5pan5 exceeding 8'-0". Blocking is to be installed at all point load bearing points. 118" LVL RIDGE; ARCHITECTURAL ASPHALT
51MP50N C520 ROOFING WITH 1 5# FELT p
• If in the course of construction, a condition exists which disagrees with that as
indicated on these drawings, the contractor shall stop work and notify the designer . All exterior wall headers to be as indicated on floor plan5*sections. All headers exceeding CONNECTOR(TYP. ALL) OVER 8" CDX PLYWOOD 4-1
*the engineer immediately. Should he fail to follow this procedure and continue work, 5'-0"shall have a double Jack stud with a single king stud 4,on exterior walls provide double sill plate(typical). WITH ICE t WEATHER SHIELD RIDGE HEIGHT
he shall assume all responsibility and liability arising therefrom. @ PERIMETERS *VALLEYS c�
12
T j
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. ELECTRICAL NOTES: G(— � Q
• The designer has not been engaged for construction supervision and assumes no OG 1 E
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include fo BOLT ALL CJ TO RR w/ 2- CB
responsibility for construction coordinating with these plans, nor responsibility for pp \ �
construction means, methods,techniques, sequences or procedures or for safety installation of fixtures 4 5pecification5 a5 indicated on plans. Light fixtures to be supplied by ��@
precautions and programs in connection with the work indicated. There are no owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install \O SIMP50N H7 CONNECTOR U Z
warranties for a specific use expressed or implied in the use of these plans. all outlets as per code. All work i5 to be done in strict accordance with the New York State Code 2 ATTIC a 0
by a licensed electrician. All new switches 4.outlets to be Levition, standard, supplied# installed I xG FASCIA, CENTER
FOUNDATION NOTES: by contractor. Contractor to do all hook-ups as required for bathrooms. BEADED VENTED VINYL
_ SOFFIT; G OVERHANGS I O
/ O
• General contractor to review plans, elevations and details to determine 9 2 TJI 230 CJ CT @ I G" OC WALL/RAFTER PLATE
intended heights of finished floor above typical grade.
2- 2x 10 HEADERS ABOVE
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft.
DOOR*GABLE END WINDOWS;
• Concrete shall be FC = 3,500 PSI @ 28 days 2x4 STUD FRAME EXTERIOR C520 STRAPPING
WALL @ I G" 0.C. w/R-1 5 LLJ
• Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh INSULATION, g' CDX PLYWOOD > (�
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor SHEATHING, HOUSE WRAP SIDING GARAGE N
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AS SELECTED; 2" GYPSUM BOARD UNHEATED 7
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be
adequately supported by precast concrete bar supports to assure that the reinforcement ON INTERIOR OF WALLS
0
Is held in position during concrete placement and finishing. 7
2- 2x4 ACQ SILL PLATE 1D
• General contractor to install cop-r-tex(or copper)sheet metal termite shields OVER TERMITE SHIELD 4" POURED CONCRETE SLAB
between all wood surfaces that are ex osed to concrete or mason surfaces. OVER SILL SEAL;
p ry PROVIDE SIMPSON C520 ON COMPACTED FILL WITH
W.W.M. G X G/ I O X 10 TOP OF FOUNDATION
NAILING SCHEDULE W/ LPT4 CONNECTORS GAUGE WIREI-Z4 _
GRADE
5i
2016 WOOD FRAME CONSTRUCTION MANUAL 8 DIAMETER ANCHOR BOLTS ILJ �p
W/7" MIN. DEPTH @ 48" O.C. (—
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING W/MIN. 3"X3"x8'WASHER @ PLATE UNEXCAVATED q Ln
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ROOF FRAMING 8" POURED CONCRETE FOOTING DEPTH O `t
RAFTER TO TOP PLATE TOE NAILED 8'-C"WALL:3-5d PER RAFTER CL/ U
I0'-C"WALL:3-8d PER RAFTER FOUNDATION WALL W/ LLJ ,n
CEILING JOIST TO TOP PLATE TOE NAILED 8'-C"WALL:3-8d PER JOIST 1'-4"X 8" d. FTG.; PROV. 11 0
10'-o"WALL:4-8d PER JOIST 2-#4 REBAR IN FOOTING N o
CEILING J015T TO PAF.ALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP (TYPICAL ALL AREAS)
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP Q 3
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE 'NOTE: CONCRETE SHALL BE z
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END PC = 3,500 P51 @ 28 DAYS BUILDING SECTION "All
II
RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END FOOTINGS SHALL BEAR ON /—�
WALL FRAMING UNDISTURBED SOIL WITHIN SCALE: 4' = I'-Oi' U 4
BEARING CAPACITY OF z
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ' PER FOOT 1 .5 TONS PER SQUARE FOOT
TOP PLATES AT INTERSECTIONS FACE NAILED a-1 Gd JOINTS-EACH SIDE
STUD TO STUD FACE NAILED 2-I Gd 24"OIC
HEADER TO HEADER FACE NAILED IGd I G"O/C ALONG EDGES c
TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD
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3-IGd PER 2XG STUD
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4-IGd PER2X5STUD N
BOTTOM PLATE TO FLOOR JOIST, CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA
5ANDJOIST,END JOIST,OR BLOCKI`JG FACE NAILED 2-IGd '- PER FOOT
GROUND SNOt°J LOAD 20 Ibs
FLOOR FRAMING BA51C WIND SPEED 130 mph �
JOIST TO BILL,TOP PLATE,OR GIRDER TOE NAILED 4-86 PER JOIST Exposure Category B [Z
BRIDGING TO J015T TOE NAILED 2-8d EACH END p ry GENERAL WIND PROTECTION CONNECTION NOTES
LLJ
BLOCKING TO JOIST TOE NAILED 2-861 EACH END SEISMIC DESIGN CATEGORY B Adapted from Standard for Hurricane Resistant Residential Construction; 55TD z
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-IGd EACH BLOCK WEATHERING SEVERE 10-99 and 2018 SBC High Wind Edition Wood Frame Construction
LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST W r
FROST LiNE DEPTH 3'-0" Fasteners and Connectors for Wood Frame Construction
JOIST ON LEDGER TO BEAM TOE NAILED 3-bd PER J015T TERMITE MODERATE TO HEAVY UJ
BAND J015T TO JOIST END NAILED 3-IGd PER JOIST r I . A continuous load path between footm 5, foundations walls, floors, studs and �
5AND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT ICE BARRIER REQUIRED YES i' 9
roof framing shall be provided. iV
ROOF BREATHING LLJ
DESIGN LOAD CALCULATIONS }
4'PERIMETER EDGE ZONE- I G"O/C-G'AT PANEL EDGES 2. Approved connectors, anchors and other fastening deVICe-5 not included in 3
STRUCTURAL PANELS bd AND AT INTERMEDIATE 5UPFORT5IN THE PANEL FIELD the Standard Building Code, Section 230G of IBC shall be used in accordance Q z
INTERIOR ZONE- I G"o/C-G'AT PANEL EDGES AND 1 2"AT MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lb5f) with manufacturer's recommendations. �
861 INTERMEDIATE SUPPORTS IN THE PANEL FIELD EXTERIOR BALCONIES GO 0
FOR ROOF SHEATHING V/MdIN<'-0"OF THE PERIMETER EDGE OF TdE ROOF,INCLUDING 4'-C'ON EACH SZE Or THE ROOF PEAK,THE 4'-0'PERIMETER DECKS 40 v �
EDGE ZONE ATTACHMENT REQUIREMENT55HALL BE USED. 3. Metal plate5, connectors, 5creW5, bOlt5, and na115 exposed directly to the z
ATTICS WITHOUT STORAGE 10 weather or 51-1151Ject to salt corrosion in costal areas, shall be stainless steel or Q
CEILING SHEATHING
ATTICS WITH STORAGE 40 hot dipped galvanized. z
GYPSJM WALLBOARD 5d COOLERS 7"EDGE/ 10-FIELD I ROOMS(OTHER THAN SLEEPING ROOMS) 40
SLEEPING ROOMS 1 30 4.Where windows and doors interrupt Wood structural panel sheathing and
WALL SHEATHING 5161nCJ, framing anchors or connectors shall be provided at the top and bottom
STRucTURAL PANELS 1/2„ I I ga.Galy.RooF;na na;l 3"EDGE/G"FIELD TABLE R30 i .7 of cripple studs, header studs, and at least one stud at each 51de of opening.
(.12N 1.51.x.7/1 G'head) r
I 1 a Ga!v.RcoF,no na.1 (E 0 rNq
25/32' g ' 3"EDGE/G"FIELD ALLOWABLE DEFLECTION OF STRUCTURAL MEMEDERS qP
(.12"x 1.751.x.3/8 head) 5. Ridge straps shall be attached to each pair of opposing rafters except where 5 �o
FIBERBOARD PANELS 7/10' Gd 3"EDGE/G"FIELD STRUCTURAL MEMBER ALLOWABLE DEFLECTION collar ties of I xG or 2x4 lumber Is located in upper third of attic space and
25/32" 81`1 3"EDGE/G"FIELD Rafters havirg slopes greater U 1 80 attach to each pair of rafters.
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I O"FIELD than 3/12 with no finished ceilire G. Uplift connectors shall be provided at each rafter bearing. �/r V
A'EDGE ZONE- I G'O/C-G"AT PANEL EDGES AND 1 2"AT attached to rafters O
HARDBOARD bd INTERMEDIATE SUPPORTS IN THE PANEL FIELD Interior walls t partitions H/1 80 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' W
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INTFPIOR ZONE- i G"O/C-G"AT PANEL EDGES AND 1 2"AT 2 i v
Sd INTERMEDIATE SUPPORTS IN THE PANEL FIELD Floors b plastered ceih s U3GO of exterior corners. �FO % 057��gh
FLOOR SHEATHING All other structural members U240 p e
STRUCTURAL PANELS- I OR LESS 8d --EDGE/ 1 2"FIELD Exterior walls with plaster or H/3GO 8.Sill Plate to Foundation Anchorage: 5111 plate shall be anchored to the R�FESSIONP�
stucco finish foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x
Exterior walls-wind loads with U240 Ile," washers. A minimum of one anchor bolt shall be provided within G to 1 2
tda!.og a-r pac t is a^e teased i wa1 Tt5 fcn ng na led 6 inches O.C.at the panel edae. If wa!!5heath;ng is na;led 3 mche5 O.C.at the panel edge to ohta;n brittle finishes mche5 of each end of each plate. Anchor bolts shall have a minimum embedment
n.ahe^shear capact.e5,na Lng requ reT�ents far st-uctu^al+^emhe^5 5'1311 he douh!ed,o^a!
N"ne-i wai!5heatn:na;5 coht.huou5 ove^crnnected tre-lbe^s,t'ne tahu!3ted nu she of na 1s shall he pe^ri.tted to be reduced to I-I Gd na.l re-foot. Exterior walls-wind loads with U 1 20 of 7 mche5 in concrete/ masonry foundations. Anchor bolts shall be located UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED
flexible finishes within 12 mche5 of corners and at Spacing not exceeding 4 feet on center. DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW
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RAFTER
NOTCHED RAFTER z
RAFTER
RIDGE RAFTER J w
RIDGE
TOP PLATE TOP PLATE
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WALL STUD WALL STUD o
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TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION o *
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2ND. FLOOR WALL STUD KING STUDS
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WOOD JOIST 2ND. FLOOR PLATE CRIPPLE STUD
SUBFLOOR
BLOCKING RIM BOARD HEADER
WOOD GIRDER I ST. FLOOR TOP PLATES JACK STUDS
1 ST FLOOR WALL STUD w
JOIST FRAMING OVER WOOD GIRDER TYPICAL HEADER CONNECTION
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TYPICAL MULTI-STORY CONNECTIONS Q
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SILL GASKET r, z ;
WALL STUD OF lye
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® TERMITE SHIELD PROVIDE I/2" SPACING BOTTOM PLATE A rya;
BETWEEN THE END STUD -
SUB FLOOR �r o �� y�
DBL. SILL PLATES AND THE 2 OTHER STUDS DOUBLE JOIST "! ` `�, tu
(TO OVERLAP JOINTS ® FOR ALLOWING , jo
CONNECT CORNER STUD v
HOLDDOWN INSTALLATION TO TRANSFER SHEAR Zoo` NoV
FOUNDATION WALL oA 0
FASTEN WITH (2) 1 Gd
° COMMON NAILS @ GilO.C. ROFESSIOtA
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SIDEWALL ENDWALL DOUBLE JOIST FOR NON-BEARING WALLS w SILL PLATES TO FOUNDATION ANCHORING L m
SHEAR WALL CORNER CONNECTION WIND RESISTANT CONSTRUCTION CONNECTORS
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CONNECTION LOCATION: PART NUMBER: NOTES: 3
CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS RIDGE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS
RAFTER-TO-WALL H7 APPLY TO EACH RAFTER z o
NOT TO SCALE ,
RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z
PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD
2ND. FLOOR WALL-TO- I ST. FLOOR WALL LFTA or CS20 3G" APPLY TO EACH WALL STUD
HEADER-TO-JACK STUD C520 @ 1211 APPLY TO EACH JACK STUD
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR SSTB I G APPLY TO EACH SIDEWALL END
1 ST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE
(USE WITH 3" SQUARE WASHERS)
USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW