HomeMy WebLinkAbout50137-Z �oy��uP SaUryo�c Town of Southold
* P.O. Box 1179
53095 Main Rd
COU14 .� � Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45830 Date: 12/15/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 2670 Stillwater Ave Cutchogue,NY 11935
Sec/Block/Lot: 13 6.-2-17.1
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/20/2023
Pursuant to which Building Permit No. 50137 and dated: 12/15/2023
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:
additions and alterations (demolition as per Southold Town Code), including unfinished
basement with conditioned storage room (no habitable space in basement), covered porches
and second floor balcony, to existing single family dwelling as applied for per ZBA # 7828,
dated 10/19/2023.
The certificate is issued to: Joseph McCormack,Ruthann McCormack
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0400 11/26/2024
ELECTRICAL CERTIFICATE: 50137 09/30/2024
PLUMBERS CERTIFICATION: George J. Berry,Jr. 10/21/2024
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utho ize0 watL
�o�Su�Fe��,co TOWN OF SOUTHOLD
oy BUILDING DEPARTMENT
g' 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#: 50137. Date: 12/15/2023
Permission is hereby granted to:
McCormack Jr, Joseph
2670 Stillwater Ave
Cutchogue, NY 11935
To: demolish (as per Town Code definition) and construct a single-family dwelling as
applied for per ZBA & SCHD approvals.
At premises located at:
2670 Stillwater Ave
SCTM #473889
Sec/Block/Lot# 136.-2-17.1
Pursuant to application dated 11/20/2023 and approved by the Building Inspector.
To expire on 6/1512025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,414.00
CERTIFICATE OF OCCUPANCY $100.00
Total: $1,514.00
Building Inspector
pF SO!/T�QI
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 V-2 �Q Jamesh southoldtownny.gov
Southold,NY 11971-0959 QlyCOUff N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Joseph Jr. McCormack
Address: 2670 Stillwater Avenue city:Cutchogue st:, New York zip:
Building Permit#: 50137 Section: 136 Block: 2 Lot: 17.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Paul Burns Electric INC Electrician: Paul Burns License No: 3897-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1st Floor X Pool
New X . Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200a Heat Duplec Recpt 53 Ceiling Fixtures 7 Bath Exhaust Fan 3
Service 3 ph Hot Water Tankle GFCI Recpt 9 Wall Fixtures 7 Smoke Detectors .3
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 54 CO2 Detectors
Sub Panel 50a A/C Blower Range Recpt Ceiling Fan 3 Combo Smoke/CO 4
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 33 4'LED Exit Fixtures Sump Pump
Other Equipment: 1 mini fridge,1 ice maker, 2 floor heat mates with t-stat
Notes: HOUSE/ SERVICE
Inspector Signature: Date: September 30, 2024
2670 stillwater ave
Town Hall Amex Telephone(631)765-1802
54375 Main Road Pax.(63.1)7657-95Q2,
P.O.Box 1179
Southold,NY 11971-0959 f
LZZ L=
BU LDING DEPARTMENT 0 C T 1 8
TOWN OF SOUTHOLD 2024
CERTIFICATION
I
Date: U
a
Building Permit No.
Owner: 5 I-P c
(Please print) : +
Plumber: e—r'C
lease print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
lumbers Si e)
t
Sworn to before me this�!
day of 20�
Notary Publi County-
V1.Ct:Ka; .BERRY
NotaryPPub11'67State of New York
�0,01,BE6070081
Qualified'n Suffolk County
Co mmission
I
I
4
OE SOUlyolo -- --
�j�I3� # * TOWN OF SOUTHOLD BUILDING DEPT.
`ycou 631-765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: �; 00 , bit P--
X- r- 2f alp 0 c, 40
DATE 3 3 a INSPECTOR
OF SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ rFRAMING
NDATION 2ND [ ] INSULATION/CAULKING
[ /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
y�Yln :Az-
DATE Y II&W-1 INSPECTOR - 9
oFsouryOlo _
# * TOWN OF SOUTHOLD BUILDING DEPT.
courm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION II[ ] PRE C/O [ ] RENTAL
REMARKS: O.0 In ttl b I a
DATE S,3�-a� INSPECTOR
OF SOUTyO6 5613 / 2"6 70 5-A l! wr
* TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
"INSPECTION
[ "] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: `tvv'e, S-tn" ePo a-rIA-tll -rf"IsUIel ) 7%L_�/v
ool
DATE INSPECTOR
OF SO(/1,�°�
# # TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
I NSPECTI -ON
[ ] FOUNDATION 1 ST/ REBAR. [ ] UGH PLBG.
'I FOUNDATION 2ND [ INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE-&.CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ .] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
AOF SOUTH°�
# TOWN OF SOUTHOLD BUILDING DEPT.
uto, 631-765-1802
INSPECTION -
FOUNDATION 1ST/REBAR [ ] ROUGH PLBG.
] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION... [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ]- PRE C/O . [ ]- RENTAL
REMARKS: ► evi,
6EQ
Ok A -ri"V s
n7lw4o //0000-)rvvq p
DATE �� INSPECTOR
0ESoUlyOlo 405013 7 a6 7a (5f I(weLfe- ALJe
TOWN,OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [. ] ROUGH PLBG. -
[ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[. ] FIREPLACE& CHIMNEY [. ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
[. ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE 0 10q INSPECTOR
Cn
Delfino Insulation Co. InG.',-, OCT 1 8 2024 J
317 Burman Blvd,Calverton,NY 11933
CERTIFICATE OF INSULATION T IT'ti 410aid `
JOB INFO: Jason C Leonard Inc. DATE OF INSTALLATION: 06/25/24
2670 Stillwater Ave
Cutchogue,NY 11935
1st Floor Flat Ceiling Attic Roofline/2X10 Closed Slope Ceiling/Cantilever/Rim Joist
INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE
❑ OPEN CELL FOAM ❑ OPEN CELL FOAM
Q CLOSED CELL FOAM 4.5" R-31.5 121 CLOSED CELL FOAM 2" R-14
❑ FIBERGLASS 0 FIBERGLASS 6.5" R-19 unfaced
❑ CELLULOSE ❑ FIBERGLASS
2x2 Exterior Cellar Walls/Ext Cellar Walls/Ext Crawl Walls 2x4 Exterior Walls/Box Ends/2x4 Gable Walls/FP Chase ,
INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE
❑ OPEN CELL FOAM ❑ OPEN CELL FOAM y
❑� CLOSED CELL FOAM 2" R-14 O CLOSED CELL FOAM 3" R-21
❑ FIRE BLOCK CELLAR ❑ FIBERGLASS
❑ CELLULOSE ❑ CELLULOSE
Sound 2nd FI Ceiling/Sound 1st Floor Ceiling/Cellar Ceiling Cantilever
INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE
❑ OPEN CELL FOAM ❑ OPEN CELL FOAM
❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM
FIBERGLASS 6.5" R-19 FIBERGLASS 10.25" R-30 Unfaced
❑ CELLULOSE ❑ CELLULOSE
2x4 Open Knee Walls Sound Common Walls
INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE
❑ OPEN CELL FOAM ❑ OPEN CELL FOAM
❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM
2 FIBERGLASS 3.5" R-11 0 FIBERGLASS 3.5" R-11
❑ MINERAL WOOL ❑ THERMAL BARRIER
2 FIRE CAULKED TO CODE DATE OF INSTALATION: 06/25/24
❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: N/A
p AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 06/25/24
❑ IGNITION BARRIER TO CODE DATE OF INSTALATION: N/A
p THERMAL BARRIER TO CODE DATE OF INSTALATION: 06/25/24
I Maria Hoti certify that the residence referenced above was insulated
as per signed proposal by builder/homeowner,and the installation was conducted in
conformance to applicable codes and standards and regulations.
AUTHORIZED SIGNATURE
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?IELD INSPECTION REPORT DATE COMMENTS I n
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FOUNDATION (1ST) d�' �`' ��• �1 j
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FOUNDATION (2ND)
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STATE ENERGY CODE
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,moo TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y�`� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
yo� asp Telephone (631) 765-1802 Fax (631) 765-9502 https://Www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERIVII; '' '
For Office Use Only
PERMIT NO. 5� Building Inspector;
Applications and forms=must beyfilletl ouY�in their entirety`lncamplete.
MAR 2 0 2023
CD
applieat�gns��fl��n�t be aceeptedt Whe�;e the�gpplic�rtis no'�Che;aWner,ant BU6LpING®EPT
�O ivne s�Au#hQrizatioro form(Page Zjl shall{f a Qmiil Yetl.� �' � �r TOWN017SOUMLI)
Date; 6 Z
OWNER(S��OF PROP�RT<Y ' ' '
Name: t.
M CI fi� SCTM# 1000
Project Address:
2 . .70_..�` «.w ,4v. ...... ....C.0 ._..c . ._o�� ..
Phone#: Email:
Mailing Address 7d',7777-
h ff
CONY>AGTPERSONW
Nam1.e:
Mailing Address:
p... Q y.
Phone E Y mail
DES1C�NrPROFESSIONAL�INFORMATION. s '
o L"
Name: n
. ....... ....... ... ..
Mailing Address:
�. a ZI
Phone# 3
Email-
Name:
. .... ...... . ... .... ... ............ . . :.. .
Mailing Address:
Phone#: Email:
DESCR PTI � "`�
z I , QN�xO�Fh P.�ROPOSED�CONSTRUCTION, � t �� � r� z � ,
r !New Structure •Addition �fAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other
Will the lot be re-graded? ❑YesoNo Will excess fill be removed from premises? ❑Yes XNo
1 •
PROPERTY INFORMATION
Existing use of property: Intended use of ro e
p p rtY-
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? OYes KNo IF YES, PROVIDE A COPY.
O Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authoTlzed Inspectors on premises and In bullding(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.
AAP
4;4tIOKt Subn tted By(print name):
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C being duly sworn, deposes and says that(s)he Is.the applicant
(Name of indlVltlual signing contract)above named,
(S)he is the
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(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
day of 2029 k� .
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do hereby authorize
my b If to the Town of S thold Buildin Department for
p approval as descri d here s;
-25 -3?v 3
Owner's Signature Date
Print Owner's Name
2
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: April 25, 2023
TO: Michael A. Kimack(McCormack)
PO Box 1047
Southold,NY 11971
Please take notice that your application dated March 20, 2023:
For permit: to demolish(as per Town Code definition) and reconstruct a single-family
dwelling at:
Location of property: 2670 Stillwater Avenue;Cutcho ug e,NY
County Tax Map No. 1000—Section 136 Block 2 Lot 17.1
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this nonconforming 19 604.9 sq. ft. lot in the R-40
District, is not permitted pursuant to Article XXIII Section 280-124 which states lots
measuring less than 20,000 square feet in total size require a prima front setback
of 35 feet and a rear yard setback of 35 feet.
The proposed construction will have afront yard setback of 10.8 feet and a rear yard
setback of 19.6 feet.
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.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: April 25, 2023
RENEWED: June 28,2023
AMENDED: June 28,2023
TO: Michael A. Kimack(McCormack)
PO Box 1047
Southold,NY 11971
Please take notice that your application dated March 20, 2023:
For permit: to demolish(as per Town Code definition) and reconstruct a single-family
dwelling at:
Location of property: 2670 Stillwater Avenue, Cutcho ug e,NY _
County Tax Map No. 1000—Section 136 Block 2 Lot 17.1
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this nonconforming 19,604.9 sq. ft. lot in the R-40
District, is not permitted pursuant to Article XXIII Section 290-124, which states lots
measuring less than 20,000 square feet in total size require a primary front yard setback
of 35 feet and a rear yard setback of 35 feet.
The proposed construction will have a primary front yard setback of 11.9 feet and a rear
yard setback of 21.4 feet.
This disapproval has been amended to reflect the revised plans last dated, June 17, 2023.
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.
1 `
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BOARD MEMBERS Southold Town Hall
i� Leslie Kanes Weisman, Chairperson �, Q soly 53095 Main Road•P.O. Box 1179
Patricia Acampora Southold,NY 11971-0959
Eric Dantes Office Location:
Robert Lehnert, Jr. Town Annex/First Floor
Nicholas Planamento ® �A��,� 54375 Main Road(at Youngs Avenue)
������,� 9� Southold,NY 11971
v
RECEIVED
http://southoldtownny.gov pi-0-1
G® C� � C� � � C� _ 11
NING BOARD OF APPEALS 0`,' n ,.
TOWN OF SOUTHOLD ` 23 n
cu�3
OCT 2 5 2023 Tel. (631) 765-1809
gSouwthold Town clerk
Building®epa
`Downwn of Sou INGS,DELIBERATIONS AND DETERMINATION
MEETING OF OCTOBER 19,2023
ZBA FILE: 97828
NAME OF APPLICANT: Joseph C. McCormack
PROPERTY LOCATION: 2670 Stillwater Avenue Cutchogue, NY SCTM No. 1000-136-2-17.1
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 to 23,and the Suffolk County Department of Planning issued its reply
dated July 19, 2023 stating that this application is considered a matter for local determination as there appears to be
no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming t9,604.9 square foot parcel located
in an R-40 Zoning District. The parcel runs 76.35 feet on the West side along Stillwater Avenue. Stillwater Avenue
turns and the parcel then runs 262.14 feet on the North side which is also the architectural front yard. The parcel
then runs 70.28 feet along Track Avenue which is also the East side of the parcel and then runs 281.65 feet on the
South side. The parcel has three front yards and is improved with a one-story frame house and a rear yard slate patio.
All is shown on a survey by Donald J. Metzger L.L.S. dated November 17, 2022.
BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124, and the Building
Inspector's June 28, 2023 Notice of Disapproval based on an application for a permit to demolish(as per Town Code
definition) and reconstruct a single-family dwelling; at 1) less than the code required minimum primary front yard
setback of 35 feet; 2) less than the code required minimum rear yard setback of 35 feet; located at: 2670 Stillwater
Avenue, Cutchogue, NY. SCTM No. 1000-136-2-17.1. -
RELIEF REQUESTED: The applicant requests a variance to demolish an existing home as per town demolition
code and to construct a new home that will result in a primary front yard setback of 11.9 feet where Town Code
requires a minimum 35 foot front yard setback and a rear yard setback of 24.9 feet where Town Code requires a
minimum 35 foot rear yard setback.
ADDITIONAL INFORMATION: The parcel has the benefit of ZBA variance 4 1416 dated March 29, 1971 to
construct a new dwelling with a non-conforming front yard setback of 13 feet.
a
Page 2,October 19,2023
#7828, McCormack
SCTM No. 1000-136-2-17.1
FINDINGS OF FACT/ REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on October 5, 2023 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)(U. Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood is a residential neighborhood consisting of
single-family homes. The proposed non-conforming setbacks of the new home are similar to the non-conforming
setbacks of other existing home. The subject property is a corner lot that is heavily wooded along the secondary
front yard and the side yard is adjacent to an open grassy area. Granting of the variance relief will not have any effect
on the character of the neighborhood.
2. Town Law 4267-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. The applicant is burdened by fact that the lot has three front
yards. Any demolition and reconstruction of the existing dwelling will require the benefit of variance relief.
3. Town Law$267-b(3)(b)(3). The variance granted for the non-conforming front yard setback is mathematically
substantial,representing 66% relief from the code, and the variance granted for the non-conforming rear yard setback
is mathematically substantial representing 28.8% relief from the code. However, the proposed non-conforming
dimensional setbacks are similar to the pre-existing non-conforming dimensional setbacks of the existing dwelling
and are typical in this neighborhood.
4. Town Law 267-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. The applicant proposes to
install and I/A septic system.
5. Town Law§267-b(3)(b)(5). The difficulty has A 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a new home 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-B, motion was offered by Member Dantes, seconded by Member Acampora, and duly carried,
to
GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans prepared by James
Deerkoski P.E., labeled S-1, S-2, A-1 thru A-5, dated June 23, 2023
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.
r
. Page 3,October 19,2023
#7828, McCormack
SCTM No. 1000-136-2-17;1
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.
IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN
Please Read Carefully
Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding
the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department
of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public
hearing before the Zoning Board of Appeals. "
Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey
cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted
herein, 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 otter features as are expressly addressed in
this action.
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 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, Lehnerl and Planamento. This
Resolu ' was duly adopted (5-0).
Leslie Kanes Weisman, Chairperson
Approved for filing� �/ /2023
of FOL/c
hip Gym BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
`" Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959
�'j �p0�� Telephone (631)765-1802
Temporary Certificate # 59`� Date /a a/ 2023
Customer Name �OS 14C P'&j-4Xd Electrician Name 8 aml r "-9 jQeC4L,,j4j
Address -R6-l0 5b/ /i ou (/ZQ Phone �jl 5 _ `/7 3 5
e-mail e-mail P 0G "SI ( 66 (0-1 IM144, et,",.,
Phone License# 3 Qj 97— /V
Size �Q(A Phase Overhead Underground #of Meters
Remarks
#of Underground Laterals 1 2 New
"H" Frame or Pole H P Fire Reconnect
Was work done on Service? Y Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification is valid for 90 days fro ate above.
Authorized by
O�OS�fFOLx`O BUILDING DEPARTMENT- Electrical Inspector
�y TOWN OF SOUTHOLD
o x Town Hall Annex- 54375 Main Road - PO Box 1179
5 - Southold, New York.11971-0959
Off` Telephone (631) 765-1802 - FAX (631) 765-9502
lameshtc�r_southoldtownny.gov — seand(a)southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: 12/21/2023
Company Name: Paul Burns Electrical Contractors Inc
Electrician's Name: Paul Burns Jr
License No.: 3897-ME Elec. email:pburns1106@gmail.com
Elec. Phone No: 361-365-4735 D I request an email copy of Certificate of Compliance
Elec. Address.: PO Box 1061 Southold, NY 11971
JOB SITE INFORMATION (All Information Required)
Name: McCormack
Address: 2670 Stillwater Ave. Cutchogue
Cross Street: Track Ave
Phone No.:
Bldg.Permit#: 5o ) 3 7 email:
Tax Map District: 1000 Section: Block: 02 Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Install underground service, wire new house
Square Footage: 2500
Circle All That Apply:
Is job ready for inspection?: YES NO Rough In O Final
Do you need a Temp Certificate?: 0 YES❑NO Issued On a oD( .
Temp Information: (All information required)
Service SizeR1 Ph 03 Ph Size: 200 A #Meters 1 Old Meter# 80599729
�✓ New Service[]Fire ReconnectOFlood Reconnect OService Reconnect✓ Underground DOverhead
# Underground Laterals ✓ 1 n2 H Frame D Pole Work done on Service? DY ✓,N
Additional Information:
; ? ;
,\, PAYMENT DUE WITH APPLICATION
`' DEC ? 1 2023
23
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD ?.
o Town Hall Annex- 54375 Main Road - PO Box 1179
;i Southold, New York 11971-0959
o� Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh ,southoldtownny.gov -- sea ndasoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION Ni Information Required) Date: 12/21/2023
Company Name: Paul Bums Electrical Contractors Inc
Electrician's Name: Paul Burns Jr
License No.: 3897-ME Elec. email:pburns1106@gmail.com
Elec. Phone No: 361-365-4735 211 request an email copy of Certificate of Compliance
Elec. Address.: PO Box 1061 Southold, NY 11971
JOB SITE INFORMATION (All Information Required)
Name: McCormack '�)®�.t k "V,
01
Address: 2670 Stillwater Ave. Cutd6gue
Cross Street: Track Ave
Phone No.:
Bldg.Permit#:44:37 -53 ) 3 7 email:
Tax Map District: 1000 Section: Block: o`Z Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Install underground service, wire new house
Square Footage: 12500
Circle All That Apply:
Is job ready for inspection?: YES R NO Rough In Final
Do you need a Temp Certificate?: 0 YES❑ NO Issued'OnLd ;4 i 5,g
Temp Information: (All information required)
Service SizeW1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 80599729
Z✓ New Service0 Fire Reconnect[]Flood Reconnect Oservice Reconnect✓ Underground ElOverhead
# Underground Laterals ✓ 1 FJ2 El H Frame n Pole Work done on Service? Y ✓ N
Additional Information:
a
PAYMENT DUE WITH APPLICATION
0EC J02 �� joP)) r
r.. ( 112, 112,3
PERMIT# Address:
Switches TVM It
Outlets ���-
G F I's
Surface `L
Sconces-. l_ I l
UC Lts Fridge HW POOL
�� � _' Mini Fr. W�DIJ Panel
Fans Pump
Exhaust-11k,' Oven Sump Heater
Trnsfmr
Smokes I 1 DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo l �t Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used 'Zd
Sub Amps Have 0 Used
Comments
t Tc4- waken
900r- K4A
No heck
so�ryol
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G •
Southold,NY l 1971-0959
COUNr11
October 21,2024 BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Joseph McCormack Jr
2670 Stillwater Ave
Cutchogue NY 11935
Re: 2670 Stillwater Ave, Cutchogue
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
NOTE: Pont afinn I ffor_ equirad
Electrical Underwriters Certificate
fee of$100.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT— 50137 — Reconstruct Single Family Dwelling
WELL
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SCALE: SEE PLAN
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SCALE: 1" = 20'-0" ��./`,o�,"I ,y ��ol 0�� .
SHEET NO.
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SITE DATA
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PROPERTY: 19,604.9 SF 0.45 ac ZONE: R-40 631.298.2250
ESTIMATED AREA OF 2000 SF
GROUND DISTURBANCE: michael@Mchdesignservices.com
NON CONFORMING LOT: ZONE:R-40 PRIMARY FRONT:35' REAR:35'
(280-124)(3-CORNER)SETBACKS: LOT COVERAGE:20% SECONDARY FRONT:20' SIDE:10'
MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE:
(2804,280-208) 35' 10'h(AVG),45°ANGLE
DESCRIPTION: AREA LOT COVERAGE: TT
EXISTING HOUSE: 1,386.8 SF 7.07% E ryD
EXISTING NORTH PORCH: 54.5 SF (DEMOLISH)
EXISTING SOUTH PORCH: 85.5 SF • 1(DEMOLISH)
EXISTING WEST PORCH: 18.0 SF (DEMOLISH)
EXISTING O.D.SHWR: 36.8 SF 0.18%
(� i r-
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EXISTING SHED: 1030SF 0.53% +,.,..--JC.-' h•'
TOTAL: 1,526.6 SF 7.78% f ,r :•. -
�+`
/f� DESCRIPTION: AREA LOT COVERAGE:
lJ PROPOSED ADDITION: 139.1 SF 0.17% V
PROPOSED NORTH PORCH: 96.0 SF 0.48%
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PROPOSED SOUTH PORCH: 26.8 SF 0.14°k
�A PROPOSED WEST PORCH: 39.6 SF 0.20%
,\ PROPOSED 2ND.BALCONY 156.0(GROSS)-97.0
1 +SITTING(OVE AREA ADDITTIIONR WEST RCH 57.4 SF)F -59.0 SF(LOT COV.) 0.30
TOTAL: 360.5 SF 1.83% O
1 1E111 cj I �'
O EXISTING TOTAL: 1526.6 SF 7.78%
•_ I I �� PROPOSED TOTAL: 360.5 SF 1.83%
1 I
I 1 � COMBINED TOTAL: 1687.1 SF 9.61%
/ I \
METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS DATE SURVEYED: NOVEMBER 17,2022
\
call
SCTM: 1000-136-02-17.1 ELEVATIONS REFRENCE: NAVD 1988
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SHED
' \u"� --�_ PROPOSED EXISTING PROPOSED NGRADE \\ \� c �3 m IN �1�,� GFA CALCULATIONS 0
\ OIRw ' BASEMFM STAIR OD SNWR ,1 2MA00 F Ex AC` m \\ `` �nl A `s LOCATION: AREA:
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R z' ELkHOL \ X � a \ \ G/2 6 PROPERTY:19,604.9 SF
Za 2' ,\ rnNG"'go- \ \ ,..•� L/ WD`}D
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V ' 1/ASEPTIC • {{{rrriii✓✓✓ ExlsnxG3sroarroeE """""' T ` •?� (280-207d)GFA PERMITTED: 3,300 SF W
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.cl �',,:•• '••' • \ FLUSH WI IN MAIN HOUSE
VV �' EP PROPOSED fF LL 189' • e
�i' \ • • \ 151Y PUD (RAISE IC BLOCK WALL AND
\ m •., ,: LP •.."' NEW FLOOR/WALL) ?O N4�o EXISTING 1ST FLOOR: 1,386.8 9. SF
3 1
A \ E%ISTIN65TODP __ ` PROPOSED 1ST.FLOOR ADDITION: 139.1 SF
irl- R\ PROPOSED 2ND.FLOOR ADDITION: 953.00 SF �4 a W(�
•\ _ re BE REMovED a zA z•
PR0'0 F H EHfsn PORiH, TOTAL GFA:2,4782 SF a
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ADDRESS. 2670 S77LLWA7ER AVENUE, CUTCHOGUE :iURVEY OF PROPERTY
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AT CUTCHOGUE
TOWN OF SOUTHOLD
HEALTH DEPT. REF. NO. R-2J-0400 of SUFFOLK COUNTY, N.Y.
Gm� 1000-136-02-171
SEPTIC SYSTEM AS INSTALLED:
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MY,S DO NO.49618
ANY7M 72 O oI NEW?t TO nos SURIEY Ls A Haunnv
AS PEF?rm9 cr n�NEW ram 5iI1E L CERncw uw.IXV?E (631)PECONIC7 V£YORS,P.C.
AS PER ID FIR 17S MA AND CON 2 ALL OF aR #t S ID MAP (6J1) 765-5020 FAX(631)-765-1797
ARE VALID FOR 7M5 NAP AND -WAL THLREOF ONLY ff SAID MAP LOT S REFER TO YAP OF SEC K TWO PROPERTY OF V/ELL P.O.BOX 909
SI IAT RE BEAR TN£IEWON.ED SFAL OF 7HE S1IRYETM I4HOSE N5YANO" 9 A VAIN THE SUFFIXX CIXMTY C1ERK W! .
9p1ATURE APPEARS NFREON. MAY 72,19J9 A5 F/LE Na 1280 ® 1230 7RAVELERN.Y.SMEET
SOUIHIX.D,N.Y. 17971
SITE DATA
STORM WATER MANAGEMENT DETAILS PROPERTY: 19.604.9SF 0.45ac ZONE: R-40
ESTIMATED AREA OF 2000 SF A A u
GROUND DISTURBANCE: M n
LOCATION; SF AREA: 100%RUNOFF AT DRYWELL DRYWELL _
2"RAIN PER HOUR PROVIDE: CAPACITY: D e s i n Services
y NEW ROOF AREA:1413 SQ.FT. 236 CU.FT, (2)8'dia.,3'deep '26 CU.FT.ea.
(253 CU TOTAL) � NON CONFORMING LOT: ZONE:R-40 PRIMARY FRONT:35' REAR:35' Yvurw mchdesicnservices com
(280-124)(3-CORNER)SETBACKS: LOT COVERAGE:209% SECONDARY FRONT:20' SIDE:10'
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MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: y (631)298-2250
(280.4.280-208) 35' 10'h(AVG),459 ANGLE
OGEE=GU7+'F'ER-STANDARDS 5": email:
NOTES: :, L michael@mchdesignservices.com
f).EXECUTION: �%
A).DO Nor BEGIN INS rALLATION UNTILSUBSTRATES HAVE BEEN PROPERLY PREPARED. DESCRIPTION: AREA LOT COVERAGE:
2).PREPARATION: EXISTING HOUSE: 1.386.8 SF 7.07% Ap a* Vl'
/ A).CLFANSURFACETHOROUGHLYPRIORTOINSTAIIATION. CI'�
BI PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. EXISTING NORTH PORCH: 54.5 SF (DEMOLISH) Gn1DAR�
C).PAINT CONCEA[IDMETAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR VV t /�
METALS WITH PRO EcrIYE ea°a"G PAINT. EXISTING SOUTH PORCH: 85.5 SF (DEMOLISH) ZO\w ^ v y
3.11•LSTERFORMN:-- n EXISTING WEST PORCH: 18.0 SF (DEMOLISH) 1�
A).PERFORMWORKINITCHEDTOW WITH WART-T°OKANDTHE 4G'OF RUN.
L.
1).GURT3t TO BE PJTCHEDIDWARDS LEADER GHr 3o FOR EVERY 40'OF RUN.
2).SHEET PER/L EAD:LENGTHS D SOLDER
GUTTERS
OINTS.
a).ACCESS READ:FIISFI AND SOLDER GUTTERS70 DOWNSPOUTSAND EXISTING O.D.SHWR: 36.8 SF 0.18% O
ACCESSORIES
B). SWEr AND CAULK WITH M SEA
LANT
CONNECTORS. EXISTING SHED: 103.0 SF 0.53%
. CONNE
3).NNNER DOWNSPOUTS 10 STORM SEWER SYSTEM AS INDICATED.SFAI. �+
CONNECTION WATERTIGHT. TOTAL: 1,526.6 SF 7.78%
DRY WELLS TO BE 10'MIN. 4).PROTECTION:
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OFPROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
OCOMPLETION. DESCRIPTION: AREA LOT COVERAGE:
° rT1 W
o e° PROPOSED ADDITION: 139.1 SF 0.17% A O
PROPOSED NORTH PORCH: 96.0 SF 0.48% �-q
PROPOSED SOUTH PORCH: 26.8 SF 0.14% ^ rj
PROPOSED WEST PORCH: 39.6 SF 0.20% W F'�y F�CU
PROPOSED 2ND.BALCONY 156.0(GROSS)-97.0 F-I
(OVER WEST PORCH(39.6 SF 5.0 SF(LOT COV.) 0.30%
+SITTING AREA ADDITION 57.4 SF):
TOTAL: 360.5 SF 1.83%
V a
>3 �
EXISTING TOTAL: 1526.E SF 7.78%
54�"111 i PROPOSED TOTAL: 360.5 SF 1.83% v '
i � A COMBINED TOTAL: 1887.1 SF 9.61% ZO
O pox
Y METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS DATE SURVEYED: NOVEMBER 17,2022 O V
SUN Zgj 6g' 1 A p SCTM: 1000.136-02-17.1 ELEVATIONS REFRENCE: NAVD 1988
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LOCATION: AREA:
PROPERTY:19.604.9 SF
L
V, _ (280-207d)GFA PERMITTED: 3,300 SF
` ''s EXISTING 1ST.FLOOR: 1.386.8 SF DRAWN BY: MH
PROPOSED IST.FLOOR ADDITION: 139.1 SF
PROPOSED 2ND.FLOOR ADDITION: 953.00 SF
Ip TOTAL GFA: 2.478.9 SF 6/23/2023
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d�ene ated by RESch Software
Compliance
Certificate
��
�__��b���) ���� ���� ������u �__��^� NL��F��w��NNLe
Project K4a��OFOl@ck' —�' u DEC 1 5 2023
Energy Code: 2018KECC
Location: Cutchogue, New York
Construction Type: Single-family S{JUINN`i}KD
Project Type: New Construction
Conditioned Floor Area: 1,940 ft2
Glazing Area 2496
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Compliance: Passes using UA trade-off
Compliance: m.e%Better Than Code maximumoA: 331 Your o«: 328 Max/mumsxsc: 0'40 rvu,sxnc: a'am
The m Better",Worse Than Code Index reflects how close m compliance the house/,based o"code trade-off rules.
/t DOES NOT provide xnestimate of energy use o,cost relative ma minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Perimeter
Flat Ceiling: Flat Ceiling ur Scissor Truss 505 ]O.O 0.0 0.035 0.025 20 15
Sitting Room Ceiling: Flat Ceiling or Scissor Truss 55 20.0 0.0 0.048 0.026 3 1
Cathedral Cei|inga: Cathedral Ceiling 353 30.0 0.0 0.034 0.025 12 9
1st floor: Wood Frame, 15^o.c. 1.092 20.0 0.0 0.059 0.050 51 52
Dog Door: Solid Door(under 5096glazing) 4 0.500 0.320 2 z
pxvG doors: Glass Door(over 5uY6glazing) oo n ]Oo U]2o 25 ob
SHGC: 0.28 � '
FVVGS door:Glass Door(over 50Y6glazing)
22 O ]l0 O3Z0 7 7
SHGC: 0.22 ' '
mHwinduws'Wood Frame
120 O3On ns2o 35 38
SHGC: 0.3z ' �
AWN windows: Wood Frame
5 n29O D]Z0 l 2
SHGC: O3z � '
2nd floor:Wood Frame, l§^ o.c. 1'020 20.0 0.0 0.059 0.050 44 45
RNG doors: Glass Door(over 5O%glazing) OZ O3OO O32O 25 25
SHGC: 0.28
' '
oMwindows'VVund �ame' 150 o3OO 03ZO 45 48
SHGC: O3l ' '
AWN windows:�vvoodFrame
4 n29O V32O l l
SMGC: O.]z � '
Project Title: MaComnack Report date: 12/14/2�
Data filename: Pagel of �
Prop.Gross Area
Assembly or Cavity Cont. Prop.
Perimeter
Arch windows: Wood Frame' 39 0.280 0.320 it 12
SHGC:0.33
1st floor:All-Wood Joist/Truss 973 21.0 0.0 0.044 0.047 43 46
2nd floor:All-Wood joist/Truss 46 30.0 0.0 0.033 0.047 2 2
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
1
�pF NEW y
CO �. DEFR�D,Q�
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W,
A��FESS1 NPv
Project Title: MaCormack Report date: 12/14/23
Data filename: Page 2 of 2
631.298.2250
michael@mchdesignservices.com
PROVIDE TRAFFIC BEARING FRAME
AND COVER IN TRAFFIC AREAS AS
REQUIRED(VE)
REQUIRED COVER
AT GRADE
FINISHED GRADE
END PLUG/STOPPER LOCKING HDPE COVER
ADDITIONAL CLEANOUTTO TO GRADE GRADE
f-SEWER PIPE BE PROVIDED AT INTERIOR 20"POLYLOK
OF HOUSE AS REQUIRED. DISTRIBUTION BOX
(NO HOUSE TRAP) -FROM SEPTIC NOTE:
f-30 deg.ELBOW f-_-_-_ 2•
TO LEACHING POOLS -� a maximum 5%grade slope must be maintained
60 deg.WYE _
for a minimum of 20'horizontally from the nearest
PROVIDE SPEED LEVELER 2"{'- `:._ edge of all leaching pools before tapering off as
FLOW ON EACH OUT per schds
4"DIA SDR 35 PIPE 1/4"/LF PITCH \ 4"CAST IRON PIPING TO 12"THICK UNDERDRAIN
\ EXTEND 2 FT.MIN.INTO FF el 18.9
FILTER MATERIAL TYPE 1
FOUNDATION WALL existing grade-6 5 thermoplastic covers
proposed grade 20"DISTRIBUTION/ locking and water tight
el 9.1 SAMPLING BOX as approved by schds
DISTRIBUTION BOX EX.GRADE e1160 CO
2"pvcventpipetocc nett
service to house waste ve
TYPICAL CLEAN OUT DETAIL NTS grade aching pools
min.24" z panel
leaching pools max.24" Vol
NTS el.14.5
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TU
10 O
ELECTRIC ONE LINE DIAGRAM .....• "t �°""`�"` I 2-8'4 x 6'd leaching pools I
(NOT TO SCALE) 1: I replace unsuitable soil with I
clean fil sand and gravel(T collar) clean fill 120 VOLT,to SERVICE TO NEW 20amp, "" O I typeswofsw per schds.extend down type sw or swFUJI CONTROL PANEL 1 POLE BREAKER UTILITY ` O6ft.min.
2#12,#12 GIRD It,V4" INCOMING SERVICE PLAN VIEWW a PVC CONDUIT �200a,10,120/240 VOLTS ,a.�"",.,.., M e1.7.5 e1.9.8
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FUJI FUJI CLEAN CEN-5
UNIT CIRCUIT ,,f-a^^,e, I/A SEPTIC TANK
FUJI CONTROL BREAKER METER undisturbed
AERATOR PANEL PANEL 3'minimum grade
_t � seperzdon < z
-
- HOLE EL.1.4(HIGHESTELE [ON
EX.GROUND ROD4 NOTE: " r
1).BURIED ELECTRICAL POWER ••Y 0 ••1 1� /CONDUITS SHALL BE A MINIMUM - ;ap•' ® J O
1�
OF 24 INCHES BELOW GRADE. O:'-•
2).ALL ELECTRICAL WORK TO BE CiW.
PERFORMED IN ACCORDANCE
WITH NEC. secnoNA-AVILw
SECTION B-B VIEW
SEPTIC TANK STRUCTURAL DETAIL 101 Y Z
NTS 0I I r
ICI m M H,
64 HD �4
MK 11147 1-4
NOTE ll V•O:A CONDUITS EtET �N PANEL AND 9
1
TREATMENT TANK MUST BE SEALED TO PREVENT
&AS LEAKA6E INTO PANEL. p,y , +.rw H1
1 V J O
FOR HIM COMMUNICATION DEVICE; ME I
Vol
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USE ALARM/CONTROL PANEL MDL#1045040 1)2 I .. nrq.wu i w
CONTROLLER"C"MF6 BY SJE RHOMBUS 113 .• an.• I01 1LT��'_}�_�j1__�]_�I_ �]_�l_m__ _ n 1 C 1/
ALARM/CONTROL IH rtu . • ! 1 ; i i i i i i YYI" YI j _J v r
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CONTROLLER"A" 1H CA170 Smi 131 I �{ i I L.+•�e� it i �a 'n+ 1
MF6 BY SJE RHOMBUS 0111D1��� M 1 I "b �r uor I O r
In
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0114`x4'PRESSURE a®YYYrt rwr ' r j L————`-—————— I j
•TREATED WOOD POSTS 119 od I51 ! 1
119 -----t r——
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INSULATED In *3 I ! ^�
AIR WEATHER 11!1 p 1 0 0 1
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BLOWER ISTANT mr I I ° aT j
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FIN.GRADE 1 ^!
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arr VA Ip1fALTUR11C 5PCCF0T*G MR 0010U14 R4/�All"Pin pow IT 011Yi 1
ELECTRIC SUPPLY Yre l F� "———'1 r—— ! AC 11151E ILL.11191111111111111111111110 PIRDI 1 FM I Q
TO BLOWER 0 n 171
TO FUJIGLEAN in OWN Ions s � 171 1 fTW I )im MIERNIN%Sim III, TRIPS 1 GIESM L INSTALLED W JU C" ACOOUCTORS OIT LEAST 10 LY.
F.
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GTRIGAL SUPPLY FUJICL.EANAIR I OWT5 NE Tj 11132 1�r+ 1 179 I A14[I LIMY Ri1E7DlT IIELI YIRIO; 1
F
_.--.--.__.__.__.-_ IELD YIlIOi YQId_--J
TEST HOLE DATA CONTROL PANEL a BLOWER of 175
US
1"fcDONALD GEOSCIENCE SCALE,NT5 011 4r—a __ __ ____-1 r- -91 In
11/16/22 IV �`°' 171
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WATER IN PALE BROWN FINE SAND SP o 2
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FES SHEET N O:
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NOTE: WATER ENCOUNTERED 14.21 BELOW SURFACE
ELEVATIONS REFERENCED TO NAVD 80
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6'-0" AREA TO NOT FOR BEDROpa
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ITH COVER
3'-0" 3'-0" T-0"(TBD)
2"OC(TYP) CX
CEILING p4 REBAR @ j 4'-3%" 6'-8" Y/^,
1 EGRESS
EGRESS I
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Generated by REScheck-Web Software ,
Compliance Certificate 7'-4" - - 7'-4"Aft
ffi".. ._._.... v et 0.0
Project McCormack 2nd Floor:Wood Frame,16'D.C. 1,020 20.0 0.0 0.0 9 M 0.060 44 as
FWG doors:Glass Door lover 50%glazing) 82 0.300 0.320 25 26 A _�
SHGC:0.28 t�
Energy Code: 2018 IECC OH windows:Wood Frame
Location: Cu Single-family
New York SHGC: d 150 0 300 0.320 45 48
Construction Type: Single-family AWN windows:Wood Frame q 0.290 0.320 1 1
Project Type: New Construction SHGC:0.31
Conditioned Floor Area: 1,940 ft2 Arch windows:Wood Frame 39 0.280 0.320 11 12
Glazing Area rap% SHGC:0.33
Climate Zone: 4 (5572 HDD) basement:Solid Concrete or Masonry 474 140 0.0 0 080 0.087 37 40 Wood Frame
Permit Date: Windo PROPOSED FOUNDATION PLAN [�
w:
Permit Number: SHGC:0.31 13 0.290 0.320 4 4
All Electric false lst floor.All-Wood Joist/Fruss 973 21.0 0.0 0.044 0.047 43 46 SCALE: 3/16" = 1'-0"
Is Renewable false 2nd floor:All-Wood Joist/Truss 46 30.0 0.0 0,033 0.047 2 2
Has Charger false Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other
Has Battery: ,alga calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
Has Heat Pump: false REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Construction Site: Owner/Agent: Designer/Contractor:
4k
Maximum _r JA ._......� DRAWN BY: M H
Compliance:1.6%setter Than code Maximum UA� 326 Your UA 369 Mazlmum SHGC: 0.40 Your SHGC:0.30
The%Better or Worse Than Code x,dex reflects how close to compliance the house Is based on code trade-off rules.
ro It DOES NOT p tide an estimate of ergy use or cost rNative to a m,nimum-code hone.
Slab on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade 1A
assembly in the specified climate zoneus must meet the minimum energy code insulation R-value and depth rec—ements F OF I��'Y EW 6/1 1/2024
Y
��P� �. DEE
Envelope Assemblies t o
� t S` 1
9: 9 - '565 ...._...................•._......-
., w y_ 3UtU 00 0.035 0.0 cA .,c,' '.�.T i {t•_ SCALE: SEE PLAN
� y � w
Sitting Room Ceiling:Flat Ceiling or Scissor Truss �. 55 20.0 0.0 0.048 0.0 ..� m K� dLLJ
Flat Ceilin Flat Ceiling or Scissor Truss 26 20 15
26 3 1 n
Cathedral Ceilinga:Cathedral Ceiling 353 30.0 0.0 0.034 0.026 12 9 O 't,0.
1st floor:Wood Frame,16- 1,09 20.0 0.0 0. 0. 0 51 52
aROF NPR' , .-, SHEET N O:
Dog Door:Solid Door(underr 5 4 0%glazing) 4 0.600 600 0.32320 2 1 ) /
FWG doors:Glass Door(over 50%glazing) S / ��,
SHGC:0.28 82 0.300 0.320 25 26
GS door:Glass Door(over 50%glazing) 22 0.310 0320 7 7
S.
0.22
DH windows:Wood Frame '
SHGC:0.31 120 0.300 0.320 36 38
ILL, 4(�1+ 1 � �!124
AWN windows:Woad frame
SHGC:0.31 5 0.290 0.320 1 2
Project Title:McCormack Report date: 06/07/24 Project Title:McCormack Report date: 06/07/24
Data filename: Dat
a filename:
Page l of 2 Page 2 of 2 3 7T'r7 ':^a T-+,`g M _yz.l�
SITE DATA
STORM WATER MANAGEMENT DETAILS PROPERTY: 19,604.9 SF 0.45 ac ZONE: R-40
ESTIMATED AREA OF 2000 SF
GROUND DISTURBANCE:
WELL
DRYWEL
10RAI RUNOFF AT P R VIDE: CAPACITY:
NON CONFORMING LOT: ZONE: R-40 PRIMARY FRONT:35' REAR:35'
LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY:
126 CU. FT.ea. (280-124) (3-CORNER)SETBACKS: LOT COVERAGE:20% SECONDARY FRONT:20' SIDE:10' C
NEW ROOF AREA: 1413 SQ.FT. 236 CU.FT. (2)8'dia.,3'deep (253 CU TOTAL) / �J
\ MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE:
H_
(280-4,280-208) 35' 10'h(AVG),45°ANGLE Design Services
N
m
� DESCRIPTION: AREA LOT COVERAGE:
NOTES: OGEE GUTTER-STANDARD S" BO
\ EXISTING HOUSE: 1,386.8 SF 7.07%
EXECUTION: www.mchdesignservices.com
1).
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
o EXISTING NORTH PORCH: 54.5 SF (DEMOLISH) phone:
2).PREPARATION: (/ 1
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I 1 EXISTING SOUTH PORCH: 85.5 SF (DEMOLISH) (631)298-2250
/ B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR I /
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I� ❑ ■ a; I EXISTING WEST PORCH: 18.0 SF (DEMOLISH) email:
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT. 1 OI EXISTING O.D.SHWR: 36.8 SF 0.18% michael@mchdesignservices.com
3.INSTALLATION: O
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I r I EXISTING SHED: 103.0 SF 0.53
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. I , TOTAL: 1,526.E SF 7.78
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT I 1 I 1
CONNECTORS. I� 21.4 i I 27.8 I DESCRIPTION: AREA LOT COVERAGE:
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL r
ie
CONNECTION WATERTIGHT. PROPOSED ADDITION: 139.1 SF 0.17%
DRY WELLS TO BE 10' MIN. 4).PROTECTION: PROPOSED NORTH PORCH: 96.0 SF 0.48%
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PROPOSED EAST E L E VAT I 0
PROPOSED SOUTH PORCH: 26.8 SF 0.14%
h COMPLETION. APPRO ED AS NOTED
Oo SCALE: 1/8" = 1'-011 PROPOSED WEST PORCH: 39.E SF 0.20
MEE
2F� PROPOSED 2ND.BALCONY
DATE' --/B.f.>� (OVER WEST PORCH(39.6 SF 156.0(GROSS)-97.0 0.30
o c v = 59.0 SF(LOT COV.)
+SITTING AREA ADDITION 57.4 SF):
�i FEES CD BY: 6a
TOTAL: 360.5 SF 1.83%
NOT FY B LDING DEPARTMENTAT
631-765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS: EXISTING TOTAL: 1526.6 SF 7.78%
,\ 1. FOUNDATION-TWO REQUIRED
PROPOSED TOTAL: 360.5 SF 1.83
1 FOR POURED CONCRETE
COMBINED TOTAL: 1887.1 SF 9.61
2. ROUGH-FRAMING&PLUMBING
cod,?'33 3. INSULATION
II� <. 4. FINAL-CONSTRUCTION MUST
METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS DATE SURVEYED: NOWEMBER 17,2022
` BE COMPLETE FOR C.O.
4. 5��°1�2 I , ALL CONSTRUCTION SHALL MEET THE SCTM: 1000-136-02-17.1 ELEVATIONS REFRENCE: NAVD 1988 ( ^
gyp, REQUIREMENTS OF THE CODES OF NEW v '
I YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS
w1 T GFA CALCULATIONS 0
S S LOCATION: AREA: ^!
UTILITY
,' /// �� NEW
WITH ALL CODES OF G2�2 N�5 PROPERTY: 19,604.9 SF W
�. YORK STATE &TOWN CODES �I••�.
/ Exlsz' � � r 7
OHW
\ - 940 / 1 AS REQUIRED D CONDITIONS OF (280-207d)GFA PERMITTED: 3,300 SF
OHW
� rZS1,(0 �' I Dw 1 1
V' SOUTHOLD TOWN ZBA
oHw oHw �'' ' \ - ! EXISTING PATIO ` \ 1 O BOARD EXISTING 1ST.FLOOR: 1,386.8 SF
\ ON GRADE \ \ 1 S I VI 0 STFES PROPOSED 1ST. FLOOR ADDITION: 139.1 SF
OHW Spa \ \ \ `� m PROPOSED 2ND. FLOOR ADDITION: 953.00 SF
aE EXISTING PROPOSED RELOCAT\ ,t \ CQ 3 Q
Si FE�C6 ` \ OHW '1 O.D.SHWR. \ 2STY.ADD. E EX.AC \ `�> ",'•�'•�+`V {^J T1
C / TEsIrHOLE \ - OHW 1 BI o ❑ A \ \ <. �J TOTAL GFA: 2,478.9 SF w O
O0j�ppa2i' EL.13.6' - \ / \�. CH G \ Q lu H ///l�,,/ 1,�)•y.
®�` l.P 36.0' a a 24.2' \ 1ST\NG GRAVMp\N \ VVr tD Y r
G. m EX TORE
DP .10 v -----------
SEPTIC67 ` P pFIVEWpV \ .�� W �• 1'
Gc, PROPOSED NEW" /O \ CO ,�
p I/A jn • / EXISTING 1 STORY TO BE \ ✓ _ J ^'
RAISED UP('6")TO 8E EXISTING 1 STY HOUSE in \ O\I{� �'�/ laa�a�l W
a� �Z� �' •• _ (FLUSH WITH MAIN HOUSE ry a \ \I O iV� I1:4
\ FF EL.18.9' 1
`l•� Py i' EP ,PROPOSED _ RAISE is BLOCK WALL AND o
LP ` 1STY.ADD. NEW FLOOR/WALL)
\ EXIS'INGSTOOP OCCUPANCY ®R w
f 1 - L O TEST HOLE DATA
MDBILCO •••• a v \ f McDONALD GEOSCIENCE
2 T19 BE REMOVED 34 8' 24.2'
,PROPOSED)
11/I6/22
PRO�O E CH EX�STI G� PORCH ) 6 ' `' , SE IS UNLAWFUL EL, 15.6' DARK BROWN LOAM OL ^j•L' -
\ ABOVE SAS ME R 1 0 I i u? 0.5' J
TOPSOIL - x ,\- J•- l /ITHOUT CERTIFICA i "`/// a O
Vp
LOCATION / INSOAP1\1 BROWN SILTY SAND SM
CONCRETE\ \ OCCUPANCY 2.5'
/ I DW r)
WASHOUT 1
EXISTING WALKWAY 1 11 PALE BROWN FINE SAND SP
TO BE REMOVED i/ Z P4 O `
EL.1.4' 014.2
51� RE IN STORM WATER ^ O �O r ,
I I RUNOFF WATER IN PALE BROWN FINE SAND SP �./
- WATER PU UANT TO CHAPTER 236 r/A'\ N
GAS SERVICE METER � V
(MARKOUT) '1 1
ELECTRICAL .OFT E TOWN CODE.
C1CI'�'P'1 , N7�^0 1L1r' NOTE:WATER ENCOUNTERED 14.2'BELOW SURFACE INN-no V
COR //3 \ i ELEVATIONS REFERENCED TO NAVD ea
TRUSS PLACARDiNG REQUIRED � PLUMBING TEST HOLE
,LL PLUMBING WA6tE--.
WATER LINES NEED
T1iS- ING BEFORE COVERIN�,; Q
PROPOSED SITE PLAN �-A
SCALE: 1" = 201-0" 0-
PLUIJBER CERTIF/CATION
DONOT PROCEED WITH ON LEAD CONTENT BEFORE�? FRAMING UNTIL SURVEY,; CERTIFICATEOFOCCUPANCle
OF FOUNDATION LOCATIO�J;. SOLDER USED IN WA TER
HAS BEENPPROVED
`A
' '< SUPPLYSYSTEM CA�►� R
. r
PROVIDE TRAFFIC BEARING FRAME ,. i st provide Manuals EXC 2110 OF 10" •/ i D'
AND COVER IN TRAFFIC AREAS AS
REQUIRED(VIF) REQUIREDJ and S as per
100 141 AT GRADE COVER 1
1NI I I 142 FINISHED GRADE NYS Energy Code
p2 I I N2
107 11 144 END PLUG/STOPPER LOCKING HDPE COVER
104 145 ADDITIONAL CLEANOUTTO TO GRADE GRADE
105 ro 146 -0-SEWER PIPE
BE PROVIDED AT INTERIOR 20"POLYLOK Blower door
OF HOUSE AS REQUIRED. DISTRIBUTION BOX
7 (NO HOUSE TRAP) 2 FROM SEPTIC and ductwork a maximum 5% radeNOTE
slo a must be maintained
•Ts TO LEACHING POOLS -� 8 p
--._
�`'•m i-30 deg.ELBOW
10N A aw mw � _'--'----_._
109 ----.__.__.__.__.__._ _.__.__.__._
,. pN r•--•--•-----�---- -•- -� for a minimum of 20'horizontally from the nearest
onw I 1 60deg.WYE testing require
1q 1 r• .,air i dew PROVIDE SPEED LEVELER , 2 edge of all leaching pools before tapering off as
Ill I 172 1 1 _,,*-FLOW ON EACH OUTLET ti/' = J'•;� 1 per schds
Iti! 19 I rwN�usn•1.0 I \ ...:..,-..-_ ,
_ _ _ _ _ 4"DIA SDR 35 PIPE 1/4"/LF PITCH 4"CAST IRON PIPING TO -1•� -'
IU •r r• an. q4 ! ��};y�r 77��-- .n I \ 4"CAST 2 FT.MIN.G TO 12"THICK UNDERDRAIN <.1:``t.,.�C..,.x.Y. FF el 18.9
I t*_ X° �- I \ FILTER MATERIAL TYPE I
114 mi�" • Ib I I LL I I I I I I I 11 1 I \ 8 B
ITS R a„a L16 I I P I I I 1 1 I I 1 as FOUNDATION WALL existing grade- thermoplastic covers '
Itb tlR!30 Oar a ; h I { I.
{ ` \ proposedel g 1 grade 20"DISTRIBUTION/ Ras approved
and water hdstigh EX.GRADE el 16.0 CO
T I SAMPLING BOX as a roved b schds
117 ml7e a,,,a ag 1 i nr I YrMNn r�nwFl 1 pvc vent pipe to connect
1 �' �F i DISTRIBUTION BOX 2"m -
110 F-�- a 191 1 L----------- service to house waste vent
119 IN I I grade over min.12" z panel
Ito ""' - - ITS ! i TYPICAL CLEAN OUT DETAIL NTS leaching pools max.24" 2
A r-� --1 P-- 1 I
0 '� 162 ! r•r p 1 N o`,! 2 O
,�•'J
0 mintwm MR ts2 1 1 a 0 O ! NITSel.15.2 NITS el.14.5 _-:-
11
125 a VAi �aP i �•,n . ^„A•r� •^^°��- �� I 4"dla9dr35pipe
4"diasdr35pipe DRAWN BY' MH
124 •.•oa 1, W I p 6" 1/81/ pitch(2') 1/8"/If pitch(5') ■
167 !0 VA
INTI MRME�M WO OL'ETCIIRREMI/RDI[CIIOT I � �••' ." " el.13.5 ei.13.6 el.13.7 el.14.2 4"dia sdr 35 pipe 1/4"/If pitch el.14.S
26 OF NILTJINK FEEDER M F1 PgOYOED Br onus ! O .
AND MUST BE WM TCCaROnC ro P/FUIpF 1 _ _ 10'
I� eFn• a I WM FACTLMG SPE°FIGTOS ED=Wi0O1IS mrili'At MD10R ITdOm Nr I ELECTRIC ONE LINE DIAGRAM .".. 2-8'4 x 6'd leachin pools
�; ,,�, I gp I 11/17/2023
RN Y r_y -'---n r-- '�16�E PS'AIMED I (NOT TO SCALE) ""'}AL•0: u� replace unsuitable soil with O O
'� 111 1 TS1pEM711R RATING R FIELD INSTALLED Cdd6:roAS NQi IE 6T LEAST IM IEY.F. 1 •• •'- I clean fill sand and grovel(3'collar) clean fill I
100 Fne 171 1 (60 M CF. TERMINAL STRIPS ART COMM LUG USE C0°FER Cp11UCi0R ONLY. 1 120 VOLT,lm SERVICE TO NEW 20amp, ""'° O ,,,•" �...u. I tyoe sw or sw per schds.extend down type sw or sw I O
m 6ft.min. O
a ;
IN 12 tR ! CORLCT ORORIR LW IN RMft TO A S[I]R GFtM 0ROM0 I
� T•aN 1 FUJI CONTROL PANEL 1 POLE BREAKER UTILITY ` � - '•. •• SCA •
ITJ I NA9[I IIKS RCFINSOT t10.1 RIRIIG ! s c�,�"I,"'•"'�U'�°"°i ��,�"""°„"•"
Irmo RIR ne,4.7:N01 I 2#12,#12 GIRD IN/4" �_INCOMING SERVICE J133 IN L----------------•_-.-------_._---------------------- --.J PVC CONDUIT ,"„°,.a. .",mm.�•
SEE N
a el,7.5 el.9 8
200a,1p,120/240 VOLTS n�°.."�"°m.A PLAN VIEW
04 175 FUJI FUJI CLEAN CEN-5
175 176 a �. /ASEPTIC TANK
eaoa re �a�N aN UNIT CIRCUIT °,,,"°,",m„•,,,, .�.•_�+. undisturbed
LNAL,�► --7ST--�"----- F'-- In FU11 CONTROL BREAKER METER � u 3'minimum grade
1�7 tir,pn } { 170 AERATOR PANEL PANEL �� seperation _ _ SHEET N O■
IS'9 P INI r°M•.ri�rii r,�•mw,s�"°°•'�'i.Im ;,}f... .,;t
1 �,•„�•r,,_.�,n,a� 1 TEST HOLE EL. SANITARY DESIGN
110 IIF• 1Q
EX.GROUND RO NOTE: O ,,,,",„ �iO yO
1).BURIED ELECTRICAL POWER �f O f J R
CONDUITS SHALL BE A MINIMUM ;•m•• ® `•.i All exterior lighting ��i '''`•% kGs
OF 24INCHES BELOW GRADE. 6)^• ��'#,,� k
1059267 CONTROL PANEL M installed replaced or
2).ALL ELECTRICAL WORK TO BE «" """ �a_ w
PERFORMED OITH N NEC.
IN ACCORDANCE repaired Shall Conform
SECTIONA-AVIEW SECTION B-B VIEW m -+
to Chapter 172
SEPTIC TANK STRUCTURAL DETAIL of the Town Code `��„ 25°2 P�
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NTS
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phone:
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email:
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EXISTING EAST ELEVATION EXISTING WEST ELEVATION DRAWN BY: MH
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SCALE: SEE PLAN
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Design Services
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BATH I I STOOP !
I I BATH �
I O I KITCHEN
BEDROOM No. 3 BEDROOM No. 2 l
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TO
ALL INT&EXT WALLS AND FLOOR
AT ADDITION TO BE REMOVED I II I I COSTRUCTION
Ht MC)VL I I I I I PROVIDE DOOR FOR ACCESS
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x I 5-2h DUTCH WALL
I
14�- (2)2X8 GIRDER (2)2X8 GIRDER
I BASEMENT I I I
— — — — — — — — — — — — — — — — — — — — — — — — — — I— I I
r -------
----- I ' I
I 9 X 3-1/2 GIRDER 9 X 3 1/2 GIRDER 9 X 3 1/2 GIRDER
L — — — — — REMOVE GIf7[SR7i^6COLUMNS — — — — — — — — — — — I— — J I SLAB ON GRADE
I I SLAB TO BE REMOVED
( I I CRAWL SPACE
I I I 0
RE OV 'XIS INS BILCO LL
AID D W LL. LOSE OFF
� I I
C "EN JG(-YPI¢AL) x
m
MECHANICALS TO L
BE REPLACED(VIF)
L — — — J ON DEMAND FURNACE
O I I REMOVE CONC.STOOP
I HOT WATER I
❑ WATER ) - DRAWN BY: MH
I 1 I REMOVE EXISTING I L — — — — J
I I I CHIMNEY
I L — — J I 11/17/2023
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -J
EXISTING FOUNDATION PLAN SCALE: SEE PLAN
SCALE: 1/4" = V-0"
°;�� -0 SHEET NO:
o
Cn0 0725, Z �
ROFEs sl
o .s®
V
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
61-011 -EGRESS WINDOW WELL 1
�-.., WITH COVER
31-011 3'-011 5'-0" (TB7( EG
I1 41-3%111 61_pll
O8 U
#4 REBAR @ ,�
( )
12 OC TYP --- vw
p I 7'-6"BLOCK FOUNDATION
rn I 'UP' ' ' I - ; i; VERIFY EXISTING I •o
, , , I 1 FURNACE 2X651LL
1 - --, u p WALLS AT EX.PORCH
1 I •I I o ' I. I , u
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' ' I 'U - I I L- -:J� O (2)2X101 --�-_ -------- --- w BASEMENT
00 u STEEL LALLY J o X
b , a NI COLUMN w/ I I N CRAWL #4 REBAR @ .�c�'
o v1 -------- 1 N SPACE 12°oc(TYP) Y r"
CRAWL SPACE O 2'x2'xr — = h6uS/ (I G Q
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Ir - (3)1 3/4X9 1/4 ML GIRDER' ' ' _-j (3)1-3/4X9-1/4 ML GIRDER ' x PIER OR POST
pI��-�I+�--�--- ' �__ __. TO NEW GIRDER
1 6-8 7-0 7-0 6-8 2
16"X16"CONC.PIER u ^�
(4)#4 VERT REBAR
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III11 271-411 N ,
1111 W
IIII REPLACE MECHANICALS »•- r-, - - - - � '
t_ Un .. u
,III I RELOCATE NEAR NEW STAIR
#"dIa CONC.PIER LOCATION TBD IN FIELD i LL � CRAWL I - I _' P4 1:4 cu
ulw/rxz'xrFTG FURNACE SPACE � 1 � �
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_ __ ' N g 1 I I ' I . -
-I�'BELOW GRADE #4 REBAR @ ON DEMAND
«I HOT WATER
1- 1 I � 12"OC(TYP) WATER 'yj - ------------
n l - - - ' I i_ (3)2X6 ACC,FLUSH_
1 1 , I , , - - .. - _ r ,
_� FIREPLACE TO CENTER' r - - - - -
1 11 1 11 i )N LIVING ROOM1VIFI; O I O 6,-011 4'_ �11 a
3-2 2-6 N I 11/
I I I � I
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31-011 6'-9%z1' " -1 I < 12"dia CONC.PIER
X w/ LOW V
•1----1 `" r----- 3'BE IG LOWGRADADE I • � O
(3)2X10ACQGIRDER i 1 _OY X10ACQGIRDER__1
V
II 71_411 71_411 11
16'-011 ol
A C�
1).VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.FILL IN VOIDS
AND OPENINGS AS REQUIRED AND NOTED ON PLAN.NEW AND
FILLED WALLS TO BE EPDXIED INTO EXISTING WALLS WITH#4 BARS.
REMOVE WALLS AS INDICATED ON EXISTING PLANS.NEW WALLS TO PROPOSED FOUNDATION P LA N
BE 8"THICK CONCRETE BLOCK,GROUTED.ADD 1 COURSE OF BLOCK
AROUND PERIMETER OF PROPOSED WORK.#4 BARS TO 24"LONG AT
EVERY COURSE,GROUTED.EXTERIOR OF FOUNDATION TO BE SCALE: 1/4" = 1'-0'1
DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A
BITUMINOUS COATING.
2).NEW FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN
FOOTING.FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL
FOOTINGS TO REST ON UNDISTURBED SOIL(TYPICAL).
3).NEW SLABS AT CRAWL SPACE LOCATIONS TO BE 2"THICK.ALL
NEW VOIDS TO BE FILLED IN TO MATCH EXISTING SLAB.PROVIDE
OPTION TO EPDXY COAT SLAB.
4).PROVIDE 2X6 ACQ SILL PLATE OVER NEW PERIMETER AND AT BEARING
WALL LOCATIONS.SILL PLATES TO BE INSTALLED OVER COP-R-TEX
TERMITE SHIELD AND SILL SEAL.
5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS,
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A
MINIMUM 13"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE
BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN.
7).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS.
DRAWN BY: MH
11/17/2023
SCALE: SEE PLAN
017- woo SHEET NO:
�P y D E
ro O �
n - W
072
R�FEssk
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
A
ol 6'-0" 28'-8" 4'-3Y2" 6'-8" 23'-10"
ADDITION RE-BULT(RAISE FLOOR TO MATCH EXISTING, INCREASE WALL HEIGHT) ADDITION RE-BUILD EXISTING TO REMAIN lo
22'-1" 5'-10%" 1'-11" 2'-4Y:" 3'4" w 3'-4"
EXISTING OUTDOOR SHOWER
(VIF)MOVE AS REQ.
BU U --------
E
N OUTDOOR
I I
C SHOWER
I I
H TW3046 -- - ------- ---
D
TW3046-2 TEMPERED DOG DOOR ; V ,
Faun onTioN wcu HDR (2)14" L FLUSH o a-e '-----'
(2)1' 1/4 ML HDR I I (2 12X D HDR (2)-2X10
I 1
I 1
o �pQ BUILT x o O
IN I I I I _ _ ORCH O
SITTING O
FWG60611L
o AREA ,� EX. BATH ..�..�
o 6'-0" 17'-1" -------- �, o (2) 9-1/2MLHD EXISTING KITCHEN
Cj r ,
_ o o N `� HALF -------- 6'-3%" C 6'-7/" I
wQ 7-1/4 ML TAPPER TO 4" ' BATH
________ UTILITY
`� ----'
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Ln HSS 5X5X1/8 1 - LL S - — — — - w
_ — — — — — — — — — — — —
X TUBE STEEL \ o . .. y II "v — — — — — — — — — — — — — — —
o x d m 4-9 3-0/z o m — o
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a wIrH2'ANGL FAMILY ROOM 0 Iv
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SUPPORT AT IIII 71,
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BUILD UP FLOOR P u 4'-3" 3'-6" ' `n
O GIRDER ;;; z SISTER REPLACE WALL HEIGHTTO v P I w
PORCH OPTIONAL SUPPORT: ~ o ' 8'HIGH TO MATCH MAIN HOUSE r ENTR I I Qi h+'f
REMOVE COLUMN NEAT BUMPOUT �O "" °' o 2'-6" -_2 14"PAL
REPLACE WINDOW HEADER WITH o _ — , BUILD UP FL OR liltCl KID
(2)11-1/4 ML w _ IIII n u0 n i n _ I JREPLACE GIRDER WITH 5-1/4X11-1/4 �^ \ N i17-11/ 3-4 0 3-0 2-0 2 --------- I I
WOLMANIZED PARALLAM Q N "" r I S/4 DECKING r ---- - -_ F I
O
N I w EX. DINING ROOM EX. BEDROOM No. 1 r ^ Iai M
Ln
IIII , O
00 = ;;;; 7- '4 ML T PPER TO 4" 3 \ ® --- ' (2)2X10 HD V
I ----- --------- r M IIII I 12 OC /
IIII 1 - --------- ----- 3'-0�1 O
HSS 5X5X1 00
L ` O
TUBE STEEL �IIs
COLUMN " �� i �` V
nl I I O
ALT.6X6 ACQ ;;;; '
WITH 2'ANGL
SUPPORTAT 3'S"wSTAI��
GIRDER (2)2X10 HDR (2)2X10 HDR (2)2X10 HD (2)2X10 HDR . .' 7r 9t @ 7.2188 � V
( )14" LfLUSHzzzdg
-
TW3046 PROPOSED TW3046 AW25 ' '
3'O" PREFAB i o i I
FIREPLACE , - '
PROPOSED PORCH
5'-0" Q
I
X I
' I I
(3)2X12 GIRDER(BOX IN) '
b "-- --------------------------------------- -• ,
------------------------ --------------=�
/1 6
1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH r , D� �\06� x
10X10 COLUMN ------- ------- -
RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER VO w/6X6 ACQ POST
MANUFACTURE'S INSTRUCTIONS. \� ��
16'-0"
2).NEW FINISHED FLOOR TO MATCH EXISTING.ADJUST AND VERIFY IN FIELD
�QY I �
3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. ` 8I-1/zI I 4I- ll
PROVIDE OPTION WITH 2X6 STUDS. ADDITION RE-BUILD (16 �1 —
4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 2'-3Yz" 14'-0" 6'-9" 11'-9" 2'-4'/<<" 2'-4'/<<"
01
5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100SELF-ADHEARED
WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. 34'-9%" 4'-8Yz" 23'-11%"
HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER RE-BULT(RAISE FLOOR TO MATCH EXISTING, INCREASE WALL HEIGHT) EXISTING TO REMAIN
INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com
SIDING PER OWNER WITH UNDERLAYMENT.
6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER
ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN.
7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS
UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK
STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH
SIDE FOR MICROLAM HEADERS.
8}.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS PROPOSED 1ST. FLOOR PLAN
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.
PER CODE. SCALE: 1/4" = 1'-0" DRAWN BY: MH
9).VERIFY ALL TEMPERED AND EGRESS OPENINGS PRIOR TO ODERING.
10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. �/ �/�0��
BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT
SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE
AREAS.
11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. SCALE: SEE PLAN
12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE.
FN w SHEET NO:
os
W
�O 072 2 ��
A
ROFF'SSI
I
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michaei@mchdesignservices.com
A
39'-11"
lo
2'-3Y2" 10'-7" 7-7 11/16" 14'-4 9/16" 5'-0'/0"
lo
AFCW235 TW3046-2
TW3046 TW3046 (TEMPERED) (EGRESS)
(2)2X8 HDR (2)2X8 HDR LINEN / �(2)7-1/4 ML HDR
_� ,
;2'-0"
3'-0" i _ - PROPOSED
/ ^ - �8EDROOM No. 3
6-1 3-10%C)3 Q0 W o o PROPOSED BATH `� Po0 a 3= 14'-7" 9'-11Yz" Q N a
N
m PROPOSED � � z-3/� N
$ o BEDROOM No. 4 S 1 �5fl 4'-7" % 11'-9" 00
$ n
LLO BL 2X8 COLLAR TIES @48"OC b'_ fH ��
O10'AFF i A Z - _ - BUILD WALL TO ROOF V J
o X m PROPOOED 2'6" 2'6° �"
N iY1 DIR ENT = (2)2X6 HDItz (2)2X6 HDR - cu
-
BA LCO NY
'� BUILT IN GP O 'LL - PRO ED
00 OVER SITTING AREA N I\11 11 % N M PROPOSED HALL _ AT o `W
AND PORCH BELOW r
z 41 511 51
-911 31-511 2'-6"
z13'-7" 12' S'/:: --- z -7-5 --------- 4'-11%:"
---- ---- ---------
o
o r-3Yz"
L U - _________ _________ O X Q
a3W ° � PROPOSED -------- --------- N
--
O E '(
LL PR POSED SITTING ROOM BEDROOM No. 2 ------; , ---- - \ O
BL 2X8 COLLAR TIES @48"OC x
m 10'AFF N n oo N
(2)2X8 HDR `
(2)2X8 HDR (2)7-1/4 ML HDR � ' .' (2)7-1/4 MIL HDR �.
TW3046 � TW3046 (EGRESS) (TEMPERED)
TW3046-2 TW3046-2
2'-3Yz" 9'-7" 7'-4Y:" 11'4%" 9'-3%"
6'-6" 39'-11"
lie
PROPOSED NEW 2ND. FLOOR(EXISTING ROOF TO BE REMOVED)
<( A
PROPOSED 2ND FLOOR
1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH SCALE: 1/4" = 1'-0"
RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER
MANUFACTURE'S INSTRUCTIONS.
2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.
PROVIDE OPTION WITH 2X6 STUDS.
3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD.
4).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED
WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min.
HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER
INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com
SIDING PER OWNER WITH UNDERLAYMENT.
5).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS
UNLESS OTHERWISE NOTED,ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK
STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH
SIDE FOR MICROLAM HEADERS.
6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. DRAWN BY: I'll l
PER CODE.
7).VERIFY ALL TEMPERED AND EGRESS OPENINGS PRIOR TO ODERING.
8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 11/17/2023
BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT
SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE
AREAS. SCALE: SEE PLAN
11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING.
12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. SHEET N O.
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M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
A
C�
12"OH TYP
,
Q
I i
EXISTING
0 z in L
LL LA
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of OI of N
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B I I I B 12
BALCONY 2X8 RIDGE ` J
BELOW 1-3/4X11-7/8 ML RIDGE
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1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. A
2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"CIA.
GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER.
3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS PROPOSED ROOF PLAN
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.
PER CODE. SCALE: 1/4" = 1'-0"
4).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME.
5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND
DIRECTLYTO THE DECK ALONG EAVES.
6).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/
4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT.
7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS �//�� nq
WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. DRAWN BY: MH
8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!11 SHEATHING
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. i i �7
UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 1 1/1//2023
WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS
COMPLETE.
9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. SCALE: SEE PLAN
USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT
LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.
USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT SHEET CUTTING INTO SHINGLE SURFACE. �P c� Df- O
; �o �p TN :
10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED.
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11/4 1 11/4 11/4 11/2 11/4 11/2 11/4 Z- - - - - - - - - - - 4X11- 8 -
ML RIDGE M n H
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LAV. W.C.• LAV. WC.
BAH SHD ER SH�WER 12
2X6 CT@48"OC _ � Design Services
8
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C.O. I 241 11/4 3 11/4 3 I C.O. iQ
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www.mchdesignservices.com
3 phone:
2X8 CJ @16"OC
2„ 2" 2" 11/4 11/4 � email:
I I 7 11/4 11/2 1114 11/2 11/4 11/2 michael@mchdesignservices.com
® O Qo p• _L 12" O 0 O• O �2" • • e • • D2, 3��i D.W.SINK LAV. SINK W.C. LAV.W.C• El
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F.A.I. -
8 0 ® ® • •• cc11/2 11/4 3 11/2 2 3 O
C.O. I I C.O. C.O. I 3 11/4 00
FASTENER TYPE: SPACING: 3 3 3 I C.O.
No.8 WOOD-SCREW 3
BASED ANCHOR WITH 161,OC
21n.EMBEDMENT LENGTH
No.30 WOOD-SCREWS 12
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH a -
SLOPE"1/4"PER FOOT PITCH TO GRAIN q
BASED
2in.EMBEDCHORTWITH LENGTH 16,cc ® • •® • SEOPTCSYSTDEM TRAP HOUSE 2x`'3 R��16,OC 3/4"SUBFLOOR
p ® 3/4"APA PLYWOOD _____ 2X6 CJ 16"OC � 14"TJ1560 F1 @16"OC
SHEATHING PLUMBING SCHEMATIC - - -
1/2"APA RATED SHEATHING j;� (3)ZX12 SOLID SOLID SOLID
GRADE PLYWOOD ® •• ccGIRDER BLOCKING BLOCKING
(ALTERNATIVIVE:7/16"O.S.B.)
® � SCALE: NOT TO SCALE I I (2)14"ML BLOCKING (2)14"ML
1/2-APA RATED SHEATHING
GRADE PLYWOOD O
(ALTERNATIVIVE:7/16"OS.B.)
II
6X6 ACQ POSTS I I
TO GIRDER I I
0
FASTENER TYPE: SPACING:
2%4 DF7f2
BASENo,8 ANCHOROOD-SCREW STUDS
BASED ANCHOR WrnH 10"OC ® I I
WINDOWSILL 21n,EMBEDMENT LENGTH 0X10 COLUMN
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS L • e •e • •
I I (ALT.BOX IN
BASED ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER 2In.EMBEDMENT LENGTH
THAN 4 FEET 1/41n.dla.LAGSCREW
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
2-2X4 DF*2 STUDS CONNECTED "SUBFL O BUILDUP
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASE ANCHOWOOD-SCREW
W H 8"OC
THAN6FEET OR GALWNIZED BOLTS W/WASHERS 2A EMBEDMENT LENGTH 64DECKWG
F MASONRY PORCH
AND NUTS 0 2'-0"O.C.
2X6 ACQ @ 16"OC 2X6 ACQ @16"OC
No.10 WOOD-SCREWS AD12X6
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"Oc (3JGRDERCQ21n.EMBEDMENT LENGTH EXISTING(VHF)PANEL SPAN GREATER THAN 6 FEETADD 1 COURSE ACQ AND E UAL OR SMALLER 1/41n.dia.LAGSCREW ^ CMU OVER EXISTING REMOVE EXISTING SLAB AT ENTRY 2X6 ACQ BASEDANCHORWITH 16.OC MIN.24"li4 BAR EXCAVATE TO FOOTING AND POUR VER TETHAN 8 FEET 21n.EMBEDMENT LEND H 12"dla.CONIC. ER BLOCK,GROUTED 2"SLAB AND8"CMU WALL
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL PIER EX(VIF) EXISTING DAMPPROOF o w
n ` (VHF) (Y1
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING r
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 24"X24"X12" MIN T BELOW 16"X8"CONIC.FTG MIN.3'BELOW
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO CONC.FTG. GRADE(VIF) (2)p4 REBAR GRADE(VIF)
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. CROSS SECTION A W
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A
6 10 SCALE: 1/4" = 1'-0" UJ H w O
Generated by REScheck-Web Software .� w
P4 w z
(EXISTING 1ST FLOOR/PROPOSED 2 STORY) Compliance Certificate (-�
EXISTING FLOOR SYSTEM AND WALLS TO BE REMOVED ^
NEW FLOOR AND WALLS TO BE BUILT IN PLACE W
OVER 1 COURSE OF CMU BLOCK OVER EXISTING WALL
w/2X6 ACQ PLATE OVER TERMITE SHIELD AND SILL SEAL
Project MaCormack aO
1-3/4X11-7/8 ML RIDGE
Energy Code: 20 8 IECC
Location: CuJhogue, New York V
Construction Type: Sing e-family 0
Project Type: Additia
Climate Zone: 4 (5572 DD) O
Permit Date: O N
BL 2 8 OLL T E 2X10 RR @16"OC Permit Number: U
L 2X 0 FTE r '
Construction Site: Owner/Agent: Designer/Contractor: �•/
2X8 CJ @16"OC Q
a411l;d>�1.AJi-'?.;:
GASFIREPLACE TO �....___._.___..._... .._.... .._........ ......._,.-_._.. . ._.. ._...._ .,�_.........-..._.,-....._....- _..,.._...___.__..,.._.�w��..._.�,.,�..,-.._....._.-... ,.. ._... .... ._ ...,..,.__. ..,
CONNECT FIREPLACE
OUTSIDE Compliance: 0.9%Better Than Code Maxi um UA: 331 S ur UA: 328 Maximum SHGC: 0.40 Your SHGC: 0.30 Q
The%Better or Worse Than Code Index reflects how close to co liance the house based on code trade-off rules.
WITH DIRECT VENT It DOES NOT provide an estimate of energy use or cost relative to minimum-code ome.
(CRICKET) Slab-on-grade tradeoffs are no longer considered in he UA o performance compliance path in REScheck. Each slab-on-grade
2X8 RIDGE assembly in the specified climate zone must meet th mini um energy code insulation R-value and depth requirements.
ThRAILING 2X6 RR@16"OC Envelope Assemblies
2X ACQ SLEEPER
OVER EPDM,FLASHED 3 4"SUBFLOOR ,„,..,.,......�_-......._...._.._,...._>_..........-.,,...,..
3/4"T&G EX.SHTG =54DECKING Flat Ceiling: Fl at Ceili ng or Scissor Truss 5 5 30.0 0.0 0.035 0.026 20 15
-/-14MLTAPPERT04" 12"Oc Sitting Room Ceiling: Flat Ceiling or Sciss Truss 55 20.0 0.0 0.048 0.026 3 1
GUTTER TO DOWNSPOUTS (3)2X12 GRADE 14"TJ 1560 WOOD-1 FJ @16"OC do
12"OC FJ 14"TJ1560 WOOD-1 FJ @16"OC (2)14"ML
TO CONNECT TO ORYWELL BUILD UP OR I Cathedral Ceilinga: Cathedral Ceiling 353 30.0 0.0 0.034 0.026 12 9
RE-FRAME(VHF) 1st floor: Wood Frame, 16"D.C. 1,092 20.0 0.0 0.059 0.060 51 52
I I
Dog Door:Solid Door(under 50°/0 lazing) 4 0.600 0.320 2 1
I I
1 I EXISTING WALL FWG oars: Glass Door over 50/°glazing
82 0.300 0.320 25 26
SHGC: 0.28
FWGS door:Glass Door(ove 50%glazing) 22 0.310 0.320 7 7
SHGC: 0.22
HSS 5XSX1/4 ; ; DH windows:Wood Fram, 120 0.300 0.320 36 38
TUBE STEEL H I SHGC: 0.31
COLUMN I I
AWN windows:Wood rame 5 0.290 0.320 1 2
SH floor: 1
2nd floor:Wood Fr me, 16" D.E. 1,020 20.0 0.0 0.059 0.060 44 45
doors: Gla � °/o Door(over 50 glazing)
3/4"SUBFLOOR FWG 82 0.300 0.320 25 26
SHGC: 0.28
16"OC I
I I (3)2x10ACQ (3)1-3/4X9-1/4 ML GIRDER
2X10 FJ @16"OC EXISTING FJ DH windows: ood Frame
GIRDER
SHGC: 0.3 150 0.300 0.320 45 48
ADD 1 COURSE T/ r
REMOVE EXISTING SLAB AT ENTRY AWN wind ws:Wood Frame
'. V •• CMU OVER EXISTING EXCAVATE TO FOOTING AND POUR SHGC: 0 1 4 0.290 0.320 1 1
DRAWN BY: MH
9 12"dia. 39 0.2 0.320 11 12
MIN.24"N4 BAR 2"SLAB
. i EXISTING GIRDER AND EXISTING EXISTING
16X16 0.�9 9� CONIC. PER BLOCK,6ROUTED �( Arch win ows:Wood Frame
O POSTS TO BE REMOVED
CONIC. a . PIER
TYT PIER w 4 STEEL REPLACE AS INDICATED SHGC: .33
LALLY ON FOUNDATION PLAN i i/i 7/2023
COLUMNS Project Title: MaCormack Report date: 11/15/23 11 1
CONC.FTG EXISTING Data filename: Page 1 of 2
EXISTING SCALE: SEE PLAN
EX.SLAB
. .. . .. . . .. . .. . .. . .. _
�°a �� ,°a+ •'°e J � L11R N i
2'X2'X1' a : � � �� SHEET NO:
•- i
CONC.FTG _ _w __ -r _ � _,_ _._. .._...__.__- .,.._._.. _-. ._.._,_ _ a d OF E� •
1st floor:All-Wood joist/Truss 973 21.0 0.0 0.044 0.047 43 46 � yp
2nd floor:All-Wood joist/Truss 46 30.0 0.0 0.033 0.047 2 2 XJr�j�c �Os
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
B CROSS SECTION B p p p g g gp p W
� :� -,
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in (�'-- „ ;<: w
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
6 10 SCALE: 1/4" = 1'-0" c�
Name-Title Signature Date
P�,
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H
Design Services
KING STUDS
°
RAFTER WALL STUD www.mchdesignservices.com
ENDWALL CRIPPLE STUD BOTTOM PLATE phone:
298-2250
°
o °
p RIDGE LEDGER BATHTUB
HEADER
• DOUBLE JOIST email:
michael@mchdesignservices.com _
SIDEWALL
RAFTER
JACK STUDS TO
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS -BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APP_ICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAPso
CRICKET AT TOP-SIDE OF
VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION
SIDEWALL FLASHING WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
' - - - - FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING /1
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ _
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD O
ON ALL OPENINGS �.' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
FLASHING TO FORM CHANNEL
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARY ga. CONNECT TO
ON ALL OPENINGS ACTION
v 4" - 6" RAFTER RT10 10-3/4" x 18 TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
/ �`„
INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT
- OF FLASHING W
2ND. FLOOR WALL
L / ROOFING LAPS BASE ' ) ' w O
' FLASHING 4 INCHES �'+� ��
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING /'�J
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT �••f•� w Z
WOOD JOIST
—► TOP PLATE A v
GIRDER/HEADER �]()
SIDE WALL FLASHING
a
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST O
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
AND RAKES -- PROVIDE HEMMED EDGES SO 1�1
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS (/� V
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION C-'
4" - 8" LSTA36 1-1 4"x36" 18 a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLIOATION KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O
/ 9 PRE-MANUFACTURED �,o r ,
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.INSTALL 4'0" O.C. 1/2"
RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. HIGHER THAN LVL HEADERS U
8" - 16" MSTA48 1-1/4"x48 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS O
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF --a
V r
PLATES TO EACH STUD
DBL. SILL PLATE O Q
TERMITE SHIELD i �- SUB FLOOR
SILL GASKET WOOD JOISTS
r '
TYP. CONC. FOUNDATION n ` 6OMIC. PLAY NEOPRENE
GASKET � 2x6 /2x8 CONTINUOUS WOOD PLATE
L.
DAMPPROOF EXTERIOR GRANULAR FILL ° • V., I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR V
• V STEEL COLUMN � p �` i 1/2 " DIA. BOLTS ® 48" o.c. STAG.
CONC. SLAB ' p - c'Q ROOF JACK I � `�``
STEEL BEAM
1• ° n o p ANCHOR BOLT EMBEDMENT. �.COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL
p V e i I i h p L 'c ^ r BLOCK WALL: 15" ROOFING LAPS �. I TOP AND BOTTOM PLATE
KEYWAY FOOTINGV A ° a ° FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT
c / �^ ^ �►
a ° CONC. FTG. `p Q'p C c USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
ANCHOR BOLT CONNECTION
I\ (USP LBPS58 OR BP583) /
p � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT � I I I
3" STEEL COLUMN
DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING.
TYPICAL CONIC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
SUB FLOOR
CONIC. SLAB I I DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL ' DOOR
USE 2X8
,' ( I STEEL BEAM
FOR B LOC KOUT
4" SLAB a
P.T. PLATE W/ 6X6 WMM I I SLOPE
M 4DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT
1/2" AIRS ACE �`� < 41 ° ° V A (WITH A NAILING PLATE IF NEEDED
) DRAWN BY: M H
Q'- AT END AND �• " p ° ° ° ° :a ° , ° TO BE APROX. 1/2" OR HIGHER THAN
c,Zc:p ES OF WOOD c'p D c 0 ° STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE ° a --,a------«----_ ° BEAMS - ° ° < '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M. •.9
a ° 11/17/2023
I c �,c D.
D ^ a a a ^•� • `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - p p ° c o 0 p II-'''' -11 II —SUB FLOOR
MIN. �. .° r ° ° c
D
NOTCH EQUALS 1/4 DEPTH OF BEAM �1= D D. 111—I
•� a REINFORCING BAR v ° _1 ° °°,°�c �c , °
REINFORCING BAR III II GIST SCALE: SEE PLAN
. ��
DRAIN TILE \ ° ° ° ° I -j
12" SHEET METAL / 30# FELT UNDER BEAM AT POINT J_I L• •/� s e ml' STEEL BEAM
OF CONTACT WITH CONCRETE OR CONC. BLOCK _ffT_ITT_i7T-rl -fTT
c 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �° SHIMS TO LEVEL BEAM C F NE4,Y SHEET NO:
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM 0GARAGE DOOR B LOC KOUT � �c ;:,�,• 'F0
BEAM POCKET �� � *.�;� •=; Yti9 �'� �,
w
\�7 �2. 2 ��
�\,•,``�C t NAti
CODE: 2020 IRC, 2020 NYS UNIFORM
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE
GROUNIC WIND SEISMIC FROST WINTER 10ESHIELD FLOOD
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDER �
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
HAZARDS
20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I I I I TO HEAVY MODERATE M CH_
SOIL COMPACTION: Design services
4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000#
KING STUDS CAPACITY.
2) NEW
CONDFILL
ITONOS PRIOR CLEAN
FIILL.ORGANIC
REMOVE ANDMATERIAL.
ADD ADDITIONAL CONTRACTOR
FLL AO VERIFY S NEEDED EXISTING SOIL www.mchdesignservices.com
4 DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 phone:
RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE (631)298-2250
FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
o
LEDGER email:
4 RIDGE HEADER michael@mchdesignservices.com
DECK AND COVERED PORCH NOTES:
1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
Z All fasteners, hangers and anchors to be galvinized or stainless steel.
RAFTER JACK STUDS
2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts
Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
RATER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete
LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall
RIDGE-TO-RAFTER CONNECTION [RAFTER USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade.
STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c..
ROOF I LSTA24 1.1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD
5). Flashing shall be installed between the building and ledger. Lapping up the sheathing
1 1/2"SPACE
and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers
and nuts at 16"o.c.
MINIMUM
6). Concrete piers shall be a minimum 6"above grade.
HANDRAILS
RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored
to girder(s).
RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building.
9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal
POST for any contact with ACQ. /1
TOP PLATE V
TOP PLATE
BALUSTERS
RIM/DECK JOIST o HANDRAIL NOTES:
WALL STUD o All required handrails shall be of one of the following types O
OPEN BALUSTER ATTACHED TO WALL WALL STUD
or provided equivalent graspability. [�]
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an outs diameter o at 1.1/4 inches an not greater
�r ^
RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside dif least
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH U
OF THE STAIRS. 1-IANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. if the handrail is not circular it shall have a
RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater
SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION P
g than 6-1/4 inches with a maximum cross section of
CROSS SECTIONAL.DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. A , W
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" CONNECT TO PLATES TO EACH STUD 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6 1/4 A
inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a
4"MAX, distance of 3/4 inch measured vertically from the tallest
portion of the profile and achieve a depth of at least 5/16 [�]
4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the ^
GIRDER/HEADER profile.The required depth shall continue for at least 3/8
inch to a level that is not less than 1-3/4 inches below the F•�
tallest portion of the profile.The minimum width of the .+
GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a w
maximum of 2-3/4 inches. Edges shall have a minimum
JOIST POST/COLUMN o ° , radius of 0.01 inches. `/ V
° ° C�?
kD POST/COLUMN a O
NAILING SCHEDULE r�,
GIRDER/HEADER
R RING:
F HEAT \J , F>~ v NAIL
JOINT DESCRIPTION QN SPACING NOTES F- 1
POST-TO-GIRDER/HEADER CONNECTION STRUCTURAL PANEL 8d AS PER TABLE 3.8 O U
LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC O N
U
DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDE ROOF FRAMING: v 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN .�.� r '
R
LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION
JOIST TO G NAIL
IRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTHOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES
...r
RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL
TOP PLATE 10'WALL:4-8d COMMO RAFTER
CEILING JOIST B'WALL: 3-8d COMMON EACH TOE-NAIL
TO TOP PLATE 10'WALL: 4-8d COMMON JOIST
t � BTU CEILING JOIST TO PARALLEL RAFTER AS PER WFCM TABLE SBC 7 EACH FACE
LAP NAIL
° � �'Y''�� �'•., BEARING PLATE
„ �...� GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM-SBC LAP NAIL
COLLAR TIE AS PER TABLE 3.4 EACH FACE
TO RAFTER WFCM-SBC END NAIL
° WOOD JOIST
�: ': BLOCKING EACH TOE
�`� �:•:;� �' 2 8d COMMON
TO RATER END NAIL
' 'f�`� • .` RIM BOARD EACH END
2-16d COMMON
LEDGER II r'f�j CONCRETE PIER •"'� TO RAFTER END NAIL
° GIRDER/HEADER
WOOD JOIST ;
WOOD JOIST " •'�
WALL FRAMING:
L • • •. JOINT DESCRIPTION NAIL NAIL NOTES
.......{�::... ; "• `"" QTY. SPACING
FLUSH JOISTS WITH HEADER/GIRDER "'4T::::';; DOUBLE 2x TOP PLATE TO PER
(MINIMUM) TOP PLATE 2 -16d COMMO FOOT FACE NAIL
CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION
t TOP PLATES AT JOINTS FACE
LEDGER TO BE CONNECTED TO EILDG. USING 1/2" DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 4-16d COMMON
IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL
TO ALLOW FOR SHRINKAGE. ROD I 1 (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE
2-16d COMMON
REQUIRED•-•••--�-•-• :=•11 STUD O.C. NAIL
FOR RED �•i. (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
STUHEADER TO 16"O.C. FACE
••••�'►: HEADER 16d COMMON ALONG EDGES NAIL
FLASHING TUCKED UNDER i I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END
TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL
LAPPED OVER FIRST CONTIN. THREADED ROD BOTTOM PLATE TO: PER
PIECE OF SIDING BELOW ' '
i : L JOIST, BAND JOIST, 2 -16d COMMO FACE NAIL
END JOIST OR BLOCKING
1/2" DIA. LAG BOLTS W/WASHERS .................... CNW COUPLER NUT FOOT
CONNECTED TO BLDG. @16" OC STRINGER l-' -� r V POST DECK FRAMING: DRAWN BY: MF'I
@ie°oc t ,{ • ;i MINIMUM
(2)THRU- „i%' END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES
BOLTS "` QTY. SPACING
JOIST TO: PER TOE 11/17/2023
P644 POST a � \„�• ;:.•, .. :�.,,,•••• � p .
4-8d COMMO
ANCHOR "dia. 1 • �. • .• � •• ,.
SILL,TOP PLATE OR GIRDER JOIST NAIL
- BRIDGING EACH TOE
FLOOR FRAMING p PIER 16"7READ •.,� �•}�,. • ••.• MINIMI;'M sD•
2x JOISTS °•° ;��, ;, ,t� o o a END�1FSTANCE
4 �••• o, : a,�:,;• 12 x12 xl2 W V A TO JOIST 2 8d COMMONEND NAIL SCALE: SEE PLAN
GRADE a CONC.SLAB a d ?••$; f+\�'�" CONCRETE FOOTING
BLOCKING FOR (ASREQ.) - v ,`� Y Y ,`�v TO JOIST END NAIL
4 : �1. ..
JOIST HANGER L KIN EACH TOE
2 -8d COMMON
LAG BOLTS 8"dia. DECK PIER "
d. BLOCKING TO: 3 -16d COMMO EACH TOE EI,,
CONC. . PER PLAN F N SHEET N O:
p 3'-0 a� ' PIER '•'• HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL � �DEE �O
RIM JOIST/BD. ' 4 P4, SIMPSON STRONG TIE MODEL STRRI/2 5 R
° ��' ' DECK POST FTG. CONNECTION LEDGER STRIP 3 -l6d COMMON EACH FACE
a, 8`• =4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL * A s
° a LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE n '
4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 - 8d COMMONJOIST NAIL
DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END 2U' r `
TO JOIST 3 16d COMMO JOIST NAIL � �5
BAND JOIST TO: 2-16d COMMO PER TOE NAIL
SILL OR TOP PLATE FOOT
4
GENERAL NOTES WIND FRAMING NOTES
NAILING SCHEDULE PLAN CONTENTS: '
1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES M
Hin each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: TOE-NAIL benign Services
TOP PLATE 10 WALL: 4-8d COMMONRAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA
intent and framing; details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 phone: hdesignserviees.com
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I801.7 phone:
UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 (631)298-2250
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING)
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/18o
INTERIOR(LIGHT FRAME)WOOD WALLS 10 email:
COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in U36o michael@mchdesignservices.com
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360
FIRE ESCAPES 40 CEILINGS (GYPSUM) L/240
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS (6"THICK) ss
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 1p ALL OTHER STRUCTURAL MEMBERS L/240
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER,STUCCO) H/360
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END
4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C
specific use expressed or implied in the use of these plans. spacingis to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( )
p2 - 16d COMMON
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
P PP STUD O.C. NAIL Sym.:
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMONVolER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 r
BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O
2). All footings to rest on undisturbed (virgin) soil. interior shearwalis are used. Sheathingand connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO
20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE W
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE Z
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
2 _ 8d COMMON �-T-1
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3 ' f , �
9 . CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 �+-� W O
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE ( BOTH FIELDS) H
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD (�
6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
8x16 cast iron foundation vent for every 150 sq. ft. of area. W
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL Gu DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES P4 W
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �j
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END r w
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMO JOIST NAIL
1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, r �,
8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. a
Girders on concrete piers shall be anchored with proper steel connectors anchored
SILL OR TOP PLATE 2 ' 16d COMMON FOOT SEE NOTE: 1
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F S H EATH 1 N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �� x
• For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. (Al (�
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 1:4 CD
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For [�
O
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM- SBC J WALL SHEATHING REQUIREMENTS FOR WIND LOADS: O N
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING- SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE U
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) ••n•"
where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C.
4). Unless otherwiise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Q
Bearing Unless
wall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. SEE NOTE: 3
( ) J ( ) g 6). Concrete piers shall be a minimum 6" above grade.
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING:
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL
and blocking where applicable.
QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.
) Yp g 8d COMMON 9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
5). All flush beam:,/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC
be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
WALLBOARD 5d COOLERS 10 O.C . IELD
on plans. 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g
other access openings unless otherwise noted (typical).
FLOOR SHEATHING:
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR)
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearingwalls. NOTES• NYS Residential Code R302.11 -FIREBLOCKING REQUIRED
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding equipment supplier. p g 10
11). Unless otherwise noted, all roofs .and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits.
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
ELECTRICAL NOTES• shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces DRAWN BY: M H
over subfloor as pE,r manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter.
2). When wall sheathing is continuous over connected P 11�1]�ZQ23
members,the tabulated number of nails shall be permitted 3 DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5 For the fiireblockin of chimneysand fireplaces,as required b current N.Y.S.Residential Code.
to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. ) INCLUDING SUBFLOOR,IS COMPLETE. ) g p q y
3). All electrical work to comply with 2014 NEC. SCALE: SEE PLAN
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 p,� OF N,�,�
torch down type material over. and R315 of IRC.
SHEET NO:
9 N ��
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G rn
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (P g
o z�. ..-
AND BASES.USE WITH FLASHING CAPS TO �w
COVER TOP o
�O�SS10 N �-
I� A� ]
I