HomeMy WebLinkAbout42734-Z ��S�FFO(,fc Town of Southold 8/29/2020
P.O.Box 1179
- *�-*F'
53095 Main Rd
0. ;I %'{a, Southold,New York 11971
�`�'uxarcaYfl
CERTIFICATE OF OCCUPANCY
No: 41389 Date: 8/29/2020
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 21225 Soundview Ave, Southold
SCTM#: 473889 See/Block/Lot: 135.4-1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/21/2018 pursuant to which Building Permit No. 42734 dated 5/30/2018
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:
alterations and addtitions, including front and rear platforms with steps, to an existing one family dwelling as applied
for.
The certificate is issued to Strasberg,Bim&Lewis,Alexandra
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42734 2/1/2019
PLUMBERS CERTIFICATION DATED 7/6/2020 RoN T. Sander
P
e
Signature
o�g�FFuc��oTOWN OF SOUTHOLD
h� Gy BUILDING DEPARTMENT
N a TOWN CLERK'S OFFICE
SOUTHOLD, NY
a 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)
1
Permit#: 42734 Date: 5/30/2018
Permission is hereby granted to:
Strasberg, Bim & Lewis, Alexandra
8701 Shore Rd Apt 611
Brooklyn, NY 11209
To: construct interior alterations including new windows to existing single-family dwelling
as applied for.
At premises located at:
21225 Soundview Ave, Southold
SCTM #473889
Sec/Block/Lot# 135.-1-1
Pursuant to application dated 5/21/2018 and approved by the Building Inspector.
To expire on 11/29/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $216.80
CO -ALTERATION TO DWELLING $50.00
Total: $266.80
r
Buildi pector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00
Date. _612! Z/q
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 2122-6' S D 00 d V t('_acJ Sit,7'z It
House No. 1, Street Hamlet
Owner or Owners of Property: f"�4 �/��56 6 Ge
Suffolk County Tax Map No 1000,Section ! 3 Block I Lot I
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certifica e: U(check
Fee Submitted: $ 5D
A lie t Signat e
®��oF sovr�®�
Town Hall Annex Telephone(631)765-1802
54375 Main Road Cs Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 ®����] � �® roger.richert@town.south old.ny.us
®{9 9
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Strasberg/Lewis
Address: 21225 Soundview Ave City: Southold St: New York Zip: 11971
Building Permit#: 42734 Section- 135 Block: 1 Lot 1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Alan Hubbard Electric License No: 42858-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1 st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 34 Ceding Fixtures 16 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 6 Smoke Detectors 3
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors
Sub Panel 50a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 100a Switches 22 Twist Lock Exit Fixtures 11 TVSS
Other Equipment 2-combination smoke / co detectors, 4-basement LED lights, 3-under cabinet light:
3-paddle fans, 1-bath fan,2-ARC fault circuit breakers
Notes:
Inspector Signature: Date: February 1 2019
81-Cert Electrical Compliance Form.xls
SOUl�j�!_
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 •
Southold,NY 11971-0959
` l��IE
®
PU BUELDING DEPARTMENT
J U L 1 3 2020 TOWN OF SOUTHOLD
BURMIA V G DIIJ6 -
CERTIFICATION
Date:
Building Permit No. Z 73
Owner: i �,.�,� , buil
- - ( -leas gypra.nt) �-`
`�
Plumber: - `e, =_ S!,'
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plan ignature)
Sworn to before me this
�/
day oay-- . 207Q
Notary Public,. _ County
JAIMIE McKEAVENEY
Notary Public,State of New York
No.01 MC6227657
Qualified in Suffolk County
Commission Expires ��ZV�
a SOUTyo�
# * TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G. �
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION,- [ ] CAULKING
REMARKS:
DATE INSPECTOR
OF SOOT
# TOWN OF SOUTHOLD BUILDING DEPT.
couen, 765-1802
'1 NSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ]s FOUNDATION 2ND [ ] INSULATION
[V]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE I INSPECTOR
pF SOUI�olo
TOWN OF SOUTHOLD BUILDING DEPT.
°`ycou765-1802
INSPEC - ION
[ ] FOUNDATION 1ST [ R UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMAR S:
bvj
�; 1� -T-f "w"I yn't,&. )41-
rOA-1 lin,61, J? LA)PM '�"SUA- 0)1 n9tz
i V I -brigr&4m- vit& t
�jh' V4-C4Tgn kjo7lw%vfkml3A !C
DATE INSPECTOR
OF SOUTy��
TOWN OF SOUTHOLD BUILDING DEPT.
courm 0 765-1802
INSPECTION,
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) �] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: - -
ri—A
DATE / /� INSPECTOR
pE SObT�°
TOWN OF SOUTHOLD BUILDING DEPT.
°`y�ou►m '' 765-1802
INSPECTION ,
-
[ ] FOUNDATION IST [ ] ROUGH PL13G.
[: ] FOUNDATION 2ND [ ] 1 LATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
lot
DATE 3D INSPECTOR 41 )L
i
-----
�� lyo
TOWN OF SOUTHOLD BUILDING DEPT.
►xn '' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G. .
[ ] FOUNDATION 2ND. :_ = [_ ] ULATION/CAULKING
[ ] FRAMING/STRAPPING [Vf FINAL
[ _] FIREPLACE & CHIMNEY [ ] FIRE`SAFETY INSPECTION
[ : ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ .]- ELECTRICAL (FINAL)
[ ] CODE VIOLATION
�umi�
pill-
�069,_'
[ ] PRE C/O a� t
REMARKS: (�/ y r fes/ W67
e
DATE a INSPECTOR
ENERGY
-TESTING
SERVICES, LLC
_
"The Best Energy is Saved Energy"
1648-A Locust Ave.,Bohemia,N.Y.11716 (631)244-2627 Fax(631)244-2629
www.etsllic.com
Energy Compliance Certification, 3rd Party Testing
I Michael Caruso
,state that the undersigned company has been hired to perform the
(BPI/Hers Certified Tester)
required testing and documentation of energy compliance,as defined within the 2015 IECC and 2017 NYS Uniform Code Supplements,
for the addition(s)/alteration(s)/conversion(s)to be constructed at;
Property Address_ I as� � n��) t QU) Ave Hamlet 5DI A 4)0� A
Owners Name(printed) e)i PA C Q:5 Initial's
Tax Map Number - -
Please be informed;
_N_I have reviewed the plans for construction.
V_I will inspect the installation of insulation&air sealing measures being performed by contractor and provide report(s)
required by the Building Department.
V/ I will work with homeowner and contractor until compliance is achieved.
companyName: Energy Testing Services, LLC
Address: 1648 Locust Ave. Bohemia, NY 11716
Telephone: 631-244-2627 E-mail: r.b.delfino@energytestingservices.com
Nil PubtiC,State of New York
ice,61 PE6015268
QaifrWd in Suffolk County
COM-nf9sion Expires October 26,20 t
U s
Read and Check Box r
r False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the N k Stje,praj Lam 2018
Date
Signature of BPl/Hers Certified Tester �� s•- �°g � D
X7 3q
5Ar M
i August 3, 2018
21225 Soundview Avenue
Building Inspector
Town of Southold
Main Road
Southold, NY 11971
Dear Sir,
I certify to the best of my knowledge the insulation has been installed in accordance with New
York State Building Codes
NES
.05
�-S-.
o HgMV ,
AUG 1 7 2018
SMDI NC.DEPS
`Pov, ra', rb at7-,HnL D
BOARD CERTIFIED IN STRUCTURAL ENGINEERING
JOS EPHOFISCHETTI.COM FISCHETTIENSINEERING.COM 631 -765-2954
1 725 H O B A R T ROAD S O U T H O L D , N E W YORK 1 1 97 1
1�F-- JS 10 H ETT I
ENGUNEER1 NG
December 31,2019
Town of Southold
Building Department
Main Road
Southold,NY 11971
RE: BP#427342 - 21225 Soundview Avenue
I have inspected the front and rear entry decks for the above referenced dwelling.I certify
to the best of my ability that it is that footings and the strappings for both decks have been
constructed according to the International Residential Building Code.
M;(�U5
PD
J U L 1 3 2020 ti
pyUU R\T DPT
f+L'
,�.,. T'x'HOLD aYp
'�®asst
BOARD GER-rIF'IE® IN S rP-L.JGTURAI® ENIBINEERINO
JE3SE:FHQ�FISGHETTI.0®h9 FISCHErrIENOINMr-RINW.Com 621-765-2994
1 725 HOBART ROAD 5OUTI-IOtoD , NEW YORK 1 1 97 1
• • • • COMMMNTS
FOUNDATION (1ST .
---------------------
'FOUNDATION
ENERGYLit ap,
ROUGH FRAMING&
PLUMBING
nwom
INSULATION
STATE EMS 'Mau , ,,t0.
1 '� ► � � - �WA .fAiVt i
Iiw
DDWENT� ------ -
W.M.WIN WARIPAli WAR
Ml
'moi 1 .J �. ! 10�
NUT STE
1 ► � X111 ' r �- � / '! � � •i I / r � �_� '� , I � �_ �� � k__
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 3� Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 5 U ,20� Single&Separate
Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:
Disapproved a/c
Phone:
Expiration ILI At ,20?
'' Inspector
MAY
Aui
M QY 2 1 VULICATION FOR BUILDING PERMIT
Date `s , 20
INSTRUCTIONS
TOWN OF SOUTHOLD
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shal I be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for th iss nce of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, nd of er applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions,or alterations or for rem val or emolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,ho ing c de, and regulations, nd to admit
authorized inspectors on premises and in building for necessary inspections.
(Signatu of applicant or name,i a corporation)
►725' /7�10'A-1 4� �vAdl//
�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises /Wl 5 7 �E6
(As on the tax roll or latest deed)
If applicant is a corporation, signature,of duly authorized officer
(Name and title ofcorporate,officer)
Builders License No.
Plumbers License No. �
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
?-I Z 2 -�,- S O>Un cw tcc7 A-vq
House Number Street Hamlet
County Tax Map No. 1000 Section 3 S Block I Lot L
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises C d inte d use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy �E'
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 7 Ozy Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: rr,ont ear
Depth Height 'Nu'mber of Stories
8. Dimensions of entire new construction: Front Rear 'Depth
Height Number of Stories
9. Size of lot: Front Rear Depth -
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated I`
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-/-
13. Will lot be re-graded? YES NO)( Will excess fill be removed from remises? YES NO
14.Names of Rter of pornises � Address F104MPhone No.
Name of Ami e t ,�-i SGhQ Th Address '/ L11A Phone No 6 `;7Z5—2q
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT> MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines. � Jewtm
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO--t—
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF �q ,),/,, {�
� f.LS�0O 6 / /s�`�d//� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIG b.SUV401-1
S He is the Nottery Public,Stats of New York
( ) IBU6185050
(Contractor,Agent, Corporate Officer, etc.) Qualified in SuffOlK ,
Commission Expires Apnl 14,2_
of said owner or owners, and is duly authorized to perform or ve performed the said work and to make and file this application;
that all statements contained in this application are true to t e best his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed t erewith.
Sworn to before me t 's
day of 20
Notary Public Signature of Applicant
Michael J.Domino,President q so �o Town Hall Annex
John M.Bredemeyer III,'Vice-President 54375 Route 25
ti O P.O.Box 1179
Glenn Goldsmith 9 [ Southold,New York 11971
A.Nicholas Krupski G Telephone(631)765-1892
Greg Williams �� Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
August 14, 2019
Patricia C. Moore, Esq.
51020 Main Road
Southold, NY 11971
RE: BIM STRASBERG & ALEXANDRA LEWIS
21225 SOUNDVIEW AVENUE, SOUTHOLD
SCTM# 1000-135-1-1
Dear Ms. Moore:
The following action was taken by the Southold Town Board of Trustees at their Regular
Meeting held on Wednesday, August 14, 2019:
WHEREAS, Patricia C. Moore, Esq., on behalf of BIM STRASBERG & ALEXANDRA
LEWIS applied to the Southold Town Trustees for an Amendment to Wetland Permit
#9342 and Coastal Erosion Permit#9342C under the provisions of Chapter 275 of the
Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111
of the Southold Town Code, Coastal Erosion Hazard Areas, application dated July 31,
2019, and
WHEREAS, said application was referred to the Southold Town Conservation Advisory
Council and to the Local Waterfront Revitalization Program Coordinator for their findings
and recommendations, and,
WHEREAS, the LWRP Coordinator recommended that the proposed application be
found Inconsistent with the LWRP, and,
WHEREAS, the Board of Trustees has furthered Policy 6.3 of the Local Waterfront
Revitalization Program to the greatest extent possible through the imposition of the
following Best Management Practice requirements: the issuance of a permit, and
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said
application on August 14, 2019, at which time all interested persons were given an
opportunity to be heard, and,
�2 -
II
i
WHEREAS, the Board members have personally viewed and are familiar with the
premises in question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and, '
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the
Southold Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the
health, safety and general welfare of the people of the town,
r
NOW THEREFORE BE IT,
RESOLVED, that for the mitigating factors and based upon the Best Management
Practice requirement imposed above, the Board of Trustees deems the action to be
Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5
of the Southold Town Code, and,
BE 1T FURTHER _
RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit
#9342 and Coastal Erosion Permit#9342'C for bluff construction of equipment access
for bulkhead replacement consisting of cutting the bluff perpendicular to the shoreline
with the slope not to exceed 1:6 grade; the side slope will be terraced and stabilized; the
installation of haybales and silt fencing during construction; upon completion of work,
contractor will re-establish natural grade of slope by adding ±200 cubic yards of
additional clean fill and restoration of disturbed areas with beach grass planted 12" on
center; extend proposed new galvanized steel bulkhead approximately 40' in order to
connect to neighbor's bulkhead to the east; with the condition that the 200+/- cubic
yards of additional fill have a grain size at least as large as the existing soils on the bluff;
and as depicted on the project plan prepared by Patricia Moore, Esq., received on July
31, 2019, and stamped approved on August 14, 2019.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very truly yours,
Michael J. Domino
President, Board of Trustees
MJ D/dd
I`tri�
i
I
I
AKE
f
JUL
r
Glenn Goldsmith, President �®f s®t/�� Town Hall Annex 54375 Route 25
®
Michael J. Domino,Vice-President �® �®
P.O.Box 1179
John M.Bredemeyer III Southold,New York 11971
A.Nicholas Krupski �
G Telephone (631) 765-1892
Greg Wil . �® �® Fax(631) 765-6641
o a�-
D
JUL 1 3 2020 BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
BUR,PING DEFT-
CERTIFICATE
CERTIFICATE OF COMPLIANCE
# 1704C Date: June 4, 2020
THIS CERTIFIES that the as-built front entry stairs measuring 72"W X 55"D landing with
two steps, each 72"W X 7"H X 11"D, total Area: 72"W X 77"D; framing: CCA, pressure-treated
wood.; landing and steps: cedar; and as-built rear entry stairs; 80"W X 36"D landing with three
steps, each 80"W X 7"H X 11"D,total area: 80"W X 69"D, framing: CCA, pressure-treated
wood landing and steps: cedar;
At- 21225 Soundview Avenue, Southold
Suffolk County Tax Map#1000-135-1-1
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated January 10, 2020 pursuant to which Trustees Administrative Permit 49634A
Dated February 12, 2020,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is
for the the as-built front entry stairs measuring 72"W X 55"D landing with two steps,
each 72"W X 7H X 11"D, total Area: 72"W X 77"D; framing: CCA, pressure-treated wood.;
landing and steps: cedar; and as-built rear entry stairs; 80"W X 36"D landing with three steps,
each 80"W X 7"H X 11"D, total area: 80"W X 69"D, framing. CCA, pressure-treated wood
landingand nd steps: cedar.
The certificate is issued to Bim Strasberg &Alexandra Lewis owners of the
f resaid property.
a
Authorized Signature
r
•z-ci1�I
gUFFq�x�t~�
Scott A. Russell 'd° �= 5T(�)1C�I�� WA\T]EE,
`t
SUPERVISOR U) - MA\NA(G 1EM1EN`7C'
z
SOUTHOLD TOWN HALL-P.0-Box1179 p crn-
53095 Main Road-SOUTHOLD,NEW YORK 11971 'Lrr Town of So uth o l d
CI-IAJPTER 236 - ST ORIVIWATER 1dUNAGEM ENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJEC r INVOLVE ANY OF THE E FOLLOwIN&.
t
j T (CHECK ALL THAT APPLY)
' yes NO
F1 V] A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑® B. Excavation or filling involving more than 200 cubic yards of material :
within any parcel or any contiguous area.
� �it�nr�.p��ration ori S14p�,5 whicl�e�YCeec� 10 feek vertical rise to
100 feet of horizontal distance.
El M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
f erosion hazard area.
i ❑j] E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
- ❑R]--E. -Installation of new-or resurfaced--impervious-surfaces-of4000-square -- -
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacemen_L of.impervious surfaces.
If you answered No to all of the questions above, STOP'. Complete the Applicant section below with your Name,
Signature, Contact Information, bate & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
Q(Prop ' S.C.T.M. : 1000 Oa`"CAN y Owner,Desii-n Professional,Agent,Contractor,Other) f��r D�tract
Section Rlock Lot
.,.,, --- �x z t' t tiC' t �lE1�T L'SE OCL :
--`rOFt �,L'(L�1' a �t_�:,t��'�r�.�{ f�
Contact Informatiorr. - ---
Reviewed y•Reviewedrk .��
Dale-
Property Address I�Location of Construction Fork:
Wv,r�( 4i0 --- Approved for procemen $o,,..itnr�F3er;t�it — -
StOf�liv+'aSYt',�'�uliddCiltt:llf CGTffIU( i�CEl n+`7. RE'yE;l(Cd
S(off-,-,,A icr Njar,,ag iierit Cit:tr0( Pl::n!�,Reculfea
31 f t t;C4V.i(ii t3 Ftl,'�_,1t1e^f'll�ilerrf,(tt�'l.t .0:l;C1tt.'v''�
fi(;1;i ,.-1�•'S(�f�- ,l(i:; <Lli';�' CEi'
I ING DEPARTMENT- Electrical Inspector
Su �
�p TOWN OF SOUTHOLD
JUL - 2 Mown Hall Annex - 54375 Main Road - PO Box 1179
• Southold, New York 11971-0959
,DING Done (631) 765-1802 - FAX (631) 765-9502
'W TOWNG roger.richert(c town.south old.n .us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: l - - - j(!y1 'S - 4 Date: 7 - -
Company Name: ayi e -ev'z`E6+'
Name:, v
License No.: _ �'� —M,= email: kLv6ha r` dlgEP-4(,Cpk'(
Address: �Z- 1tike 31
Phone No.: �j
JOB SITE INFORMATION: (All Information Required)
Name:
Address: 7
17,Z o
Cross Street: a�-
Phone No.: - 8
Bldg.Permit#: q 2J 5q email:
Tax Map District: 1000 Section: 3 S Block: l Lot- j
BRIEF DESCRIPTION OF WORK (Please Print Clearly) d8c'{z-iZaL
JJ__
�J r c de—
Circle All That Apply:
Is job ready for inspection?: aINO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT-DUE WITH APPLICATION
- 00 lY
Vr
Request for Inspection FormAs �
��
Q�Og�FFUC,��oG
Town Hall Annex �� y� Telephone(631-1802
54375 Main Roado .t Fax(631)734-9502
P.O. Box 1179 c x
Southold, NY 11971-0959 1_5
�o� dao
BUILDING DEPARTMENT
NOTICE OF-UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED ,
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION "
Date:
Owner: inj
2� Z z 5- S O� &V UJJ SOV l
Location of Property: �
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
Y Rehabilitation to,an existing residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT) "
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
X Floor framing, including girders and beams (F)
X Roo framing (R) ,
loor nd roo fraing (FR)
Signature:
Name (persons Eng this"form):
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
. • PANTONE DESIGNATION OF CONSTRUCTION
(PMS)#187 TYPE BASED,ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
4 "1
2" MIN. REFLECTIVE
WHITE
1/2" STROKE
f
--- --- ---------_ IDESIGNATtON"OokSTRUCTURAIZ - -
COMPONENTS THAT ARE OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
TRUSS IDENTIFICATION SIGN
L , COWL_IANCE WITH 19 W.CRR PART.126.544q u
mrm=
CODES OiE-� ,IDENTf FICATION SIGN DATE:03,I�8,�2005
--
NEW L
TATE DEPARTMENT OF STATEt]Sll
DN OF CODE ENFORCEMENTND ADMINISTRATION
OF SO(/r�®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 0 �Q
�yCOUPlT`I,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
STOP WORK ORDER
TO: Bim E. Strasberg & Alexandra M. Lewis
8701 Shore Road, Apt. 611
Brooklyn, New York 11209
YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT:
21225 Soundview Avenue, Southold
S.C.T.M. 1000-135-1-1
Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you
are notified to immediately suspend all work and activities until this order has
been rescinded.
BASIS OF STOP WORK ORDER:
Going beyond the scope of Building Permit#42734, issued 5/30/2018 and cutting
into the bluff without Town Trustee approval.
CONDITIONS UNDER WHICH WORK MAY BE RESUMED:
When the Town Trustees and the Building Department have issued approvals for
all changes and as built work.
Failure to remedy the conditions aforesaid and to comply with the applicable
provisions of law may constitute an offense punishable by fine or imprisonment
or both.
DATED: 7/17/2019
Lester Baylins
Ordinance Inspector
(Cert. Mail)
i 3 0 V E
JUL 1 3 2020 [D
DUMPING DEft.
July 8, 2020 T`^'; ';''a,_TTH®LID
- —� Building Department
Town,Hall Annex Building
54375 Route 25
P.O. Box 1179
Southold,NY 11971
ATT: John Jarski
Re:`Per-mit#42734Z-21225 Soundview Ave.
Dear John,As per our recent conversation regarding our final inspection notes for
Permit-No.42734Z-21225 Soundview Ave.,I am sending you the Trustees C of C as
well as the plumber's notarized Lead Solder Certificate and Joe Fischetti's engineer's
certification for the stair footings and strappings.I had sent you photographs,as
requested,of the rear Sound-side stairs with railings and corrected landing as well,
as the plumber's coil hose supports in the,basement and the engineer's certificate,
which you,hopefully;received and added to our,file. I will resend these just in case
as I have not received any confirmation from you upon having seen them.,
This should resolve and satisfy the outstanding issues you had noted upon our final
inspection back in December.Please let me know if you have any further questions.
Thank you.
MSinc y,
im'S ra g
Su�! Southold Town Building Department
ao�o cOGyc P.O.Box 1179 Permit#: 42734
53095 Main Rd
ySouthold,New York 11971 Permit Date: 5/30/2018
y�,ol �a`ri (631)765-1802 Expiration Date: 11/29/2019
Parcel ID: 135.4-1
BUILDING PERMIT RENEWAL LETTER
Dated: 7/17/2020
Applicant: Strasberg,Bim
Location: 21225 Soundview Ave, Southold
Work Description: ALTERATION
STOP WORK ISSUED 7/17/19 construct interior alterations including new windows to existing
single-family dwelling as applied for.
A FEE OF$133.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Strasberg,Bim&Lewis,Alexandra
Address: 8701 Shore Rd Apt 611
Brooklyn,NY 11209
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department,P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
,-- LONG ISLAND
SOUND
17 WIDE DECKING
uNual AT NB9'1712"E 51,09, ON TDP OF AT eLUNEAD
ElAllr� D TIE LINE
7 WIDE DEGKINS p
ON TCP OF AT Dtl- KAD fANC!%D p
D<TD AsNRET WALSURVEY OF PROPERTY
45 L AT SOUTHOLD
6. TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
TI6VHER` 1000-135-01-01
W _ — WA.L SCALE. 1'--20'
DOD z1 Lr��` NOVEMBER 5, 2017
T WALL
0°w
ZOO "A"
C
V D'T4T ! 1 gSPTS fY 5q9 Is, 9 °Q
^f�epRcN Goµ X50 7 73,`P T
Qo' bo k 7.lc 7C 7 3-G'i0
e.
74 10 41
O Vfo,\AO o �ycyp�-P;% G 0Gc
ff O a
Sj,7s,
7
°� ,�• 066 67\ s
O qs rl�
c� yvN
A
S F ( r
lo
Q 58
9
C
U111-TT
POLE
C
f
ENF w 45.00' ;c \'w'
5835000" Lam
BRICK
EDGE OF PAVb
SOUNDVIEW .AVE
■=MONUMENT
ELEVA710N5 AND CONTOURLINE5 FROM NAVD 8B
FLOOD ZONE FROM FIRM 36103CO156H
MAP EFFECTIVE DATE 5EPTEMDER 25, 2009
A/ NY.5 LIG NO 49618
EGONIG IYUKV5YOR5. PG
ANY ALTERATION CK ADDITION TO M5 s•.1RVEY 15 A VIOLATION (6311 765 - 5020 FAX(6311 765-r797
OF 5ECTION 7909 OF T 18W YORK STATE EDUCATION U%Y AREA=10,765 s .ft.
EXCEPT A5 fft 5EGTION 7X01-SUBDIVISION 2 ALL TSRTIFIGATION5 9 P O BOX 909
HEREON ARE VALID FOR T 15 MAP AND GOPIE5 TI-IEGF OK.Y IF TO TIE LINE 1230 TRAVELER 57REET
SAID MAP OR COPIE5 BEAR TM IVPRE55ED SEAL OF THE SURVEYOR 17--094
9M%51GNATU7E APPEAR5 HH(ECK SOUTHOLD N Y 11971
LONG ISLAND
SOUND ,Io,
1 17 WIDE DELKING
MFM AT N8`i12'12"E 5L0`, ON TOP OF A'T.�y BULKHEAD
DULKHEAD Mr•-M
TIE_LI
2'WIDE DELKIN& IO
ON TOP OF AT BULKHEAD CON (K U
" SURVEY OF PROPEPRT 3
- B 'r-T N REr WALL AT ,SO UTHOLS
TOWN OF ►7OU MOLD
161. EL.6 z
s. SUF'F'OLK COUNTY, N..
7 FLOOD ZINE SINE q q q
1000-135-01-01
1pm WALL SCALE` 1'=20'
NOVEMBER 5, 2017
TIBM9ER NOVEMBER 22, 2017 �F AAONS
\ RET WALL
TO6,396 FO
* ZONE
x
0,
S
y'1 w�NQ�RGN �A\M\ �0 7 -yS S y
JUL 31 2019 <7. -7�o'L
p , 9c-7 c °c
O- h0
Southold Town 7/ O� \ £ jl T_r Os 00
Board of Tr stees i \ "100"s
b _l �0
p % i t A E Na2A o 9 Co 7S S�Os S
C0- S
F Sal
o�.pp u s
N IM-'' 01 �0
-7, 'S Z2A Ob
rr Ia Q CC (�
_'VE'""
c ; '
C�'�\Iii n«.� �G c i^ V.cc CCt^`�� b S � � N
u 3b
APPROVED BY
'BOARD OF TRUSTEES POLTY
POLE
TOWN OF SOUTHOLD
O �cF �
DATEq Y NovyE ��
clGusr I�f,zo29 FE �
GMF A5-OO' FOLK
5a190'00'N! 5, \\\�'RWALl-
ICY,
CERTIFIED TO CRI`'K coLLo
WILLIAM MCMAHON
RODERT MCMAHON
DIM E 5TRA55ERCy
ALEXANDRA M LEW15
FIDELTIY NATIONAL TITLE I1\15URANC,E SERVICES LLC ED,E OF PAVVENT
'qOUNDVj.gW AVS
® =MONUMENT
ELEVATI0N5 AND GONTOURLINE5 FROM NAVD 68
FLOOD ZONE FROM FIRM 36103GO156H
MAP EFFECTIVE DATE 5EPTEMDER 25, 2009
4 G .')of3V I Yfof,5, PC,
ANY A_ITERATION OR ADDITION TDTHIS_SUR_VEY ISA VIOLATION nnA n nnc (61U.F',.'e 20 FAX(t,31)' 765-I
IEXCEPT'ASvPER SELTION 7209-5®DIVISION 2 WALL'LERTIFILATIONS +f�1L'ti-1 /VV J(!i P O``trO�f-"909
HEREON ARE VALID FOR THI5 MAP AND COPIE5 THEREOF ONLY IF TO TIE LINE 1230 TRAVELER 5TREET
5AID MAP OR LOPIE5 BEAR THE 1WRE55ED 5EAL OF THE 5URVEYOR
T
FRAMING NOTES BUILDING DESIGN NOTES -
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FlR-LARCH STRUCTURAL GRADE N0. 2 OR BETTER 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHILL CONFORM TO ALL LOCAL AND STATE CODES AND
DRAWING LIST
ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH LOCAL AND STATE CODES(SEE ATTACHED NAILING SCHEDULE) WITH 2020 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE
THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGWS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURITIES
2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2', 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) 2, ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6", AND HALLWAYS, CORRIDORS, BATHROOMS,TOILET ROOMS, AND A001 DATA SHEET/DRAWING LIST
SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES(SEE ATTACHED NAILING SCHEDULE) LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0"
3. ALL SUBFLOORING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, TIEG 3/4" THICKNESS BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-0" (SEE RI05 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) A100 FRONT DECK PLANS
ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE 3. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE
ALL SUB-FLOOR TO BE NAILED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) OPENING. OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN I4- ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL BE 5.0 SQUARE A110 REAR DECK PLANS
4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS (FEET AT SEE R31O L GIRO RESIDENTIAL ENINGCODE FAND 5.7 OR MORE SQTA LS)FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20'), MINIMUM OPENING HEIGHT(24") C 0 N C R E TE/ MASONRY NOTES
5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR, CHIMNEY, AND SKYUGHT OPENINGS.
SEE FRAMING PLANS FOR MORE DETAILS 4. WINDOW WELLS SHALL BE DESIGNED FOR BASEMENTS WITH HABITABLE SPACE. THE MINIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET
WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36". WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDER 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OF THE 2020 NYS IRC RESIDENTIAL CODE
6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2-NOMINAL THICKNESS; OR BY ATTACHMENT TO A HEADER LADDER SHALL HAVE A INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT 3"FORM THE WALL, AND BE SPACED MAXIMUM 18- APART VERTICALLY ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402
BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD; OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION (SEE SECTION R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40+ DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED
7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1" X 3" STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS
S. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZNG AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. FROM FREEZING FOR A PERIOR OF 14 DAYS(ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED)
PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCEN'OF THE FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT
EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE DF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE THE
8. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WITH R502.8 OF THE IRC 2018 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS FLOOR AND 2 FEET FROM EXTERIOR WALLS(SEE SECTION R303 OF THE NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8-DEEP AND 16- WIDE
FOR ENGINEERED WOOD PRODUCTS 6. THERE SHALL BE ONE HABITABLE ROOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES
9. DRAFTSTOPPING SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ALL OTHER HABITABLE ROOMS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET 5. ALL CONCRETE SHALL BE 3000PSI AT 28 DAYS
ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL'HMENSION (EXCEPTION KITCHEN)
(SEE R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE (SEE R304 OF NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES.
10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 7. ALL DESIGNS SHALL BE IN CONFORMANCE ANCHOR BOLTS SHALL BE SET PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE(SEE CHAPTER 11) SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE
THE FOLLOWING GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL
11. ALL PRE-ENINEEREO LUMBER SHALL BE GEORGIA PACIFIC W SERIES JOISTS (WOOD 1-BEAMS), LVL PRODUCTS, AND ANTHONY POIAERBEAM PRODUCTS GLAZING U-FACTOR: .35 MAX BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS
ALLL JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS CEILING R-VALUE: R-49
WEB STIFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4-LVL'S SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, WALL R-VALUE R-20 8. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION
AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS FLOOR R-VALUE: R-19
HANDLING,STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS BASEMENT R-VALUE: R-10/13
12. ALL JOISTS SHALL HAVE 1 1/2-BEARING MINIMUM ON WOOD AND 3" MINIMUM ON CONCRETE OR STEEL(SEE MANUFACTURER'S SPECS FOR ENGINEERED LUMBER) SLAB PERMITER: R-10 (DEPTH OF 2') 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS"C", WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS
CRAWL SPACE : R-10/13 AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT
13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH NO.2 OR BETTER 16" O.C. MIN AT SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGERSPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS
INTERIOR WALLS SHALL BE 2" X 4'NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES 8. THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGN
14. ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE (OVERLAPPING CORNERS) AND SINGLE SOLE PLATE(MIN.) THE SAME LUMBER DIMENSION AS THE WALL WIND ZONE 140 MPH (3 SECOND GUSTS) 10. ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE AS REQUIRED FOR DRAINAGE PITCH.
WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN 1/3 INTERVALS IN TALLER WALLS. EXPOSURE D
GROUND SNOW LOAD 25 PSF 11. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS
15. STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH R602.6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE LIVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS APPROXIMATELY 20' O.C., CONSTRUCTION JOINTS SHALL BE KEYED
16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM, IF THERE IS ANY DISCREPENCY OR DEAD LOAD 40 PAF
OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2020 RESIDENTIAL CODE SOLAR PANEL LOAD 5 PSF 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS
9. ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS
17. ROOF BLOCKING SHALL BE SET TO ALLOW 2" AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY
18. ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3" AT SPLICE CONDITIONS OVER BEARING WALLS 10. WIND BORNE DEBRIS PROTECTION (PER R3HA L B OF THE 2020 RALL ILAZ CODE IN NEW YORK STALE) FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING
1/2- THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF
19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2.OF BEARING ON WOOD OR METAL HURRICANE FORCE WINDS TO PROTECT FROM WIND BORNE DEBRIS. PANELS SHALL BE FASTENED WITH WITH 2 1/2- #6 WOOD SCREWS 0 16-O.C. FOR PANELS LESS 14, HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS
AND NOT LESS THAN 3" ON CONCRETE OR MASONRY LESS THAN 4', 12"O.C. FOR PANELS GREATER THAN 4' AND LESS THAW 6', 9. O.C. FOR PANELS GREATER THAN 6' AND LESS THAN 8'
20, ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2- THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2018 RESIDENTIAL CODE (SEE R301.2.1.2 FOR MORE DETAILS) 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. 1R-79 SPECIFICATIONS,CHAPTER 3 FOR CONCRETE SURFACE QUALITY
AND FINISHES. CURING COMPOUNDS, RELEASE COATINGS OR ADD MIXTURES THAT INTERFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED.
WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE SEE ATTACHED NAILING SCHEDULE) 11. ALL FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE LIQUID APPLIED BARRIERS SHALL NOT COVER,HIDE, OR LEVEL SURFACE IRREGULARITIES
20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED WITH 1/2- THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETA:S
(SEE ATTACHED NAILING SCHEDULE) 5/4 X 3 SPRUCE LATH SHALL BE INSTALLED ®16"O.C. PARALLEL AND IN LINE WITH THE ROOF RAFTERS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS DO NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED 16. MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES
5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH DESIGNED TO ACCEPT LOAD IMPOSED
21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED12. ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE BY SIMPSON STRONG TIE OR EQUAL 17. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36-BELOW FINISH GRADE
SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 13. ALL ROOF OVERHANGS SHALL RECIEVE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24" INSIDE THE OUTSIDE WALL 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIDENTIAL CODE
ALL UNDERLAYMENT SHALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS
14. ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO 2020 NYS RESIDENTIAL CODE(SEE SECTION R905 FOR ROOF COVERING)
15. ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE,WITH 2020 MECHANICAL AND FUEL GAS CODES OF NEW YORK STATE
TABLE R602.3(i) 8-16d common(311j--0.162-,or Face nail on each side of end LT
`(/-^'�J `(/�^�12-16d box(3/ 0.135");or Joint -BU I 5 T E P�/ /D E G<5 �� �/
13 Double top plate splice 'z"* (mlmmum 24"lap splice / \55....// LLL///
FASTENING SCHEDULE 12-16d box(3'--0.13,or (minpilength each
123"-0131"nails sldeofentl hit
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION 10 )
OF FASTENER-4`
16d common(3'/2"-0.162-) 16"o c.face nail
Roof 14
Bottom plate tojoist,rim Joist b--hoist nr
blocking(not at braced wail panels) 16d box W12-0.1351;or 12"o.c,face pall
48d box(2'/2-0.113')or 3"-0.131"nails
1 Blockin betweencetti Istsorrafterstoto late 3-8dcommon Rif,"-0131`);or Toenail 3- '1;or 3 each 16"o.c.fare nail CODE GOMPLIANGE REFERENGES:
g glo PP
3�lOd box(3'-0.126');or 75 Bottom plate toJolA rim joht band joist or 16d box 31z'*0135
3 3"•0131"nails blocking lot braced wall pane0 2-16d rnmmon 131/2^-0162';or 2 each t6"o.c.face nail
4-3"-0.131"pads 4each 16"0.c.face ha1 020 RESIDENTIAL CODE OF NEW YORK
4-8d box(2112"-/.113');31 4-8d box((31 -0.13,:Pr ENGINEERED STRUCTURAL GOMPONENTS PER ASCE -7-2016
3-8d box(3" 0.128 0.131"'or 3-Ibd box(3'/j-0.135');or
2 Ceiling joists to[op plate 3-10d Dox(3"-0.128');or � Perjoist toe nail Toe nail
3-3'x 0 131"nails 4-84 common W12.0.131'T or
4.104 bhx(3'-0.128"):or
3 Ceiling Joist notattached to parallel rafter,laps over pamp,ris(-Section 31°°romm x0.'28^);.1 16 Top or bottom plate to stutl 43'•0.131"palls Nail each layer as follows:32"
8802 5 2 and Table R802 5 2) common(3/2"-0.162"),or Face rwA
43"*0.131"nails 3-16d box(3112-0.135"),or god common(4'x0192"),or
2-16d common 13%-0162'),or End nail at top and bottom and
4 Ceiling Joist attached to parallel rafter(heel Joint)see5ecnon R6025,2 and Table R8D252 Face nail 3-1Od box(3^-0.128"),0r staggered,
Table R802.5.2) 3-3"*0.131^nalls 24'o.c.face nail at to IM
Built-up gircers and beams,2+ncn Winner tOd box(3'-0.128"$or p a
410d box(3'-0.128`1 or 3-10d box(3'-0.128'),or 27 layers 3'*0.131"palls bottom
5 Collar be to rafter,face nail or 4/;-20 ga.ridge strap to 3.10d common(3"-0.148");or Face pad each rafter 17 To later,la t corners and intemetpons staggered on opposite sides
rafter 43'*0.131"nails pp laps 2-16d 0131-nl3l/j-0.162');or Face pall
3�3"-0 131°palls And
2-20d common(4"-0.192');or Face nail at ends and at each
3.16d box nails(3'/2x 0.135'k or 2 toe nails on one side and l 3-8d box W/2.0.1137or 3-10dbox(i"-0.128'kor splice
6 Rafterorrooftrusstoplate 3.10d common pads l3"-0.148';or icenall 2-Bd common(2'/z'-0131';or
33" 0.131"nods
-
4-10d box(3"`0.128");or opposite side 0f each 18 1'brace to each stud and plate 2-10d box(3"-0.1287 or Face nail
4-3"-0.131'nabrafter rafter or truss' 41611 box(3'/-0.135'),o,2
2 staples talo"
4-16d(31/2'-0.135"),or 28 Ledger Ship supporting Joists or rafters 3-16d common(3'/j-0 162"),or At each Joist or rafter,face
n
3-1 Od common(3"*0.148');or
T.nae 3-8tl box(21y-0.113'):o 4-10d box(3"-0.1281;or ail
r 43"-0.131-dads
a,0dbox(3"•0.128");or 2-8d common(2'/j-013111;or
19 1'x fi"sheathing to each bearing Face nail
4-3'-0.131"nails 2-10d box(3°-0.128';or
7 Roof rafters to ridge,valley or hip rafters or roof rafter 2 staple;l"crown,16 ga,l l4'long 29 Bridging or blocking to joist2-10tl box(3"-0.128').w 2-ed common Each end,tce nail
to minimum 2'ridge beam 3-16d hit,31/2"-0135.1,or f2'/2^-0.131';or 2 3--0 3m nails
2-16d common(31/2--0162'Y.or End nail 3.8d hit.(21/2"-0113");or SPACING OF FASTENERS
3-10d box(3'-0 128');or 3-ed common(21/2"-0.131");or
3.3'x 0.131'pini, 3-10d box(3"-0 128'),or ITEM DESCRIPTION NUMBER AND
35taples,l'<rown,16 ga.,13/4"long OF If
ELEMENTS TYPE OF FASTfNERR k'` Edges inter`^ediate
wan
Qnches)6 supports
20 1'-8"and wider sheathing in each bearing Face nail (Inches)
16d comm Wider than 1'-8`
on(31/z"*0.162'7 24"o.c.(ace nail 48d box(21/j-0.1137 or Wood structural panels,subfloor roof and Interior wall sheathing Wframing and particleboard wan sheathing to framing
8 Stud to stud(not atbraced wall panels) Nsee Table 11602-313)for wood structural panel exterior wall sheach/g to wefl framl�
3-Stl comm
10d 0.1(3^x 0 1287 or 16"0.c.(ace nail on 12/2"-).or or 6d common(2"-0.113'1 hall(subfloor,wa111
3"*0.131"nails 3-lOtl box(3'-0.128').or
4 staples,1"crown,16 ga,13/4"long 30 a/a"-'/2 Bd common(2'/2"-0.131")nail(roof;or RSR"'Lhi,"-0113")nail 6 12r
16d box 1311,'ls D 135"I;or 12'o.c.face naIt IroolY
9 Stud to s[utl and abutting studs at Intersecting wall Comers 3`*0.131"pads floor
(at braced ,It panels)
16d common 31/z"- 162^ 16^o.c.face nail 31 'a/as"_1" Bit common nail2'/z`•
( 0. 1 4-Btl box(2'/2"•0.7137 or ( 0.131"J;or R5R5-01;(2a/g`•0.113")nail(roof) 6 721
21 jdn to sill,top plate or girder 3-ed common 121/2"-0.131');or Toe nail10d common(3'-0.1481 nail;or
16d common(31/1-0.162'1 16'o.c.each edge face nail 3.10d box(3""0 128"),or 32 11/e-1'<" Bid(2'/2-0.131^)deformed nail 6 12
10 Built up header(2'to 2'header wfth'/2Spacer) 3-3'-0.131"na11s
i6d box(31/2'-0.135") 12"o c.each edge face nail
Sri on,(2'/2^-0.1137 4^o.c toe nail Other wall sheathings
5-8d box(21/2x0.113");or Rim joist,band)Dist or blocking to sill or top '/2 structural cellulosic fiberboard 1'/j galvanized roofing Flan,'/,e"head diameter,or V/;long 16 ga. r+-.�
1 1 Continuous header[o stud 48d rnmmon 12'17"-0131^):or Toenail 22 plate lroo(applicauons oho) Rd common(2112-0.131,;or 33 sheathing staple with'/I6 ort"crown 3 6 Dv
4lOdbox(3"-0.128") 10d box(3"-0128'1 or 6"o c.toe nail � I
3"*0.131`nad, 2512)fiberboard
hatpin losic is/4"galvanned roofing nal;7160 head diameter,or 1'/2"long 16 ga. DD
i6d common(3'/2.0162") 16"o.c.face nail 6berboartl sheathin 3 6
3Sd box(2'/j*0 113"):or 8 staple with or 1"crown
10d box(3'-0.128"),a 6"subil-or less to each oist 2-8d common 121/2-0.131"
12 Top plate to top plate 12"o c.(ate nail 23 1'- j ),or Face nail
3"-0131"naiK 3-10d box 3"-0.128';or 35 1'/2 galvanized tDoOng nail;staple galvanized, I ,} r�
1 ) g '/j gypsum 5hea[nm�1 11/2long l'/;screws,Type W or 7 7 N U 1 J i 1 I �n
2s[aples,l"vown,l6 ga,13/4-long lVi f t✓ iJ,
Floor 36 s/a"gypsum sheathing :%'galvanized roofing nal;staple galvanized' 7 7
15/q`long;15/a'screws,Type W or S
24 2"subfloor to joist or girder 3-16d box(3'/2"-0.135'y:or wood structural panels,comblMtlon fubilmrunderlayment t,framing Tf 1T TL1r T�TT1T� Dr,,PT.
Y
1 g Blind and/ace pall 1) `r lit.. L�F
2�16d common(3'/2"-0.162'
3-16d box 2�16d common(31/2"(3'/2"-0.135");or 37 a/;and less 6d deformed(2'x 0 120')nail;otri Tr)^gF 1S'
25 2"planks(plank 8 beam-floor B roAt each bearing,(Me nail Bd common(2112-01311 had 6 12 - -J ,. ff A-0162'J •
116d common(31/2"-0.162') 38 7/6^-1' ad common(2'/j x 0.131'1 nail;or 6 12
410 box(3'- ),or
Bid deformed(2%"-0.120')nail
26 Band Or rim Joist to joist 43'-0131'nail%ails:or End mail
10d common(3`-0148")nail:or
TABLE R301.2(, 4T' 14 ga.staples,7/I6 crown 39 1
/a"-I'/." Bit deformed(2112"-0.120")nall 6 12
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
SEAL ,o-'---"--'-"w., ARCHITECT PROJECT DRAWING TITLE SCALE DATE
NA 8-3-2020
WIND SUBJECT TO DAMAGE FROM
GROUND SIESMIC WINTER ICE SHIELD
SNOW DESIGN FROST UNDERLA- FLOOD J GENERAL
LOAD SPEED MPH CATEGORY LINE DESIGN YMENT ��',`,.. c`.� W JEFFREY SANDS STRA S B E R G DRAWING NUMBER
( ) WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS t `��l f E ti`1{ ARCHITECT NOTES,
20PSF 140 MPH + B SEVERE 36" MODERATE SLIGHT TO 11 YES t ,.' ! 6 EVERGREEN LANE RESIDENCE DRAWINGS
DECAY MODERATE ` F-
-rEASTQuoGUE, NY 11942 21225 SOUNDVIEW AVE
PHONE 631.375.5997 LIST NAILING
�- !
6"" FAX 631.576.8916 SOU TH OLD DIAGRAMS
JEFF@JSA-NY.COM NEW YORK A
EE-
CD
EXIST'G
EXIST'
J
EXIST'G. DWELLING
GRADEGR ADE
I I I i oZ
�=RCN7 ELEVA710N f=RCN7-
u u
7
EXIST'G. DWELLING
EXIST'G. DWELLING
EXIST'G. WINDOW EXISf'G. WINDOW
EXIST'G.
DWELLING
2x10 P.T.LE06ER BD.
WITH�"DIA.
GARRIA6EA A6 BOLT
® 12"O.G.STA66ERED
TO HOUSE FRAMING
A5
LINE OF I En 2X10 PT FL
i N PROVIDE FLASHING a '
�I<n LEDGER BD. N RE6'D A5HIN6 I 4x4"TIMBER P05T ON
DECK ABOVE o
o BOLTED TO I o r��
10"DIA.P.G.PIER TO
11 °� FOUND. WALL it 2 X 8 d ISTS 36'BELOW GRADE MIN.
„ IImN qm CEDAR DECKING ON --- -a
10 X 36 I �- a PRESSURE TREATED _
I I EXIST'G.P.C.SONOTUB DBL. JOISTS WOOD FRAME —DWN. --
-— --- --- ------ � CELLAR 11�=III,II�III°��i •.,: �' �,,:.i�!i(III�-IIi�Ilil�
---- III_
i I _-INE OF
f f -1 11-1
— i
-- A----- SLTEPS ABOVE --- ^ I.�
Ir
5'-9"
r L
C ®II N 7I ®N PLAN- C L®® #SAN ' ' All
SEAL ARCHITECT PROJECT DRAWING TITLE SCA DATE
✓' r; ,,r� .,� ' ,I_1'-0" 8-3-2020
JEFFREY SANDS S T R A S B E R G FRONT DECK DR4
AWING NUMBER
ARCHITECT RESIDENCE
6 EVERGREEN LANE
EAST QUOGUE, NY 11942 21225 SOUNDVIEW AVE PLANS
PHONE 631.375.5997 SOUTHOLD
FAX 631.576.8916
JEFF@1sA-NY.coly> NEW YORK A
-.
EXIST'G. DWELLING
EXIS 'G. EXIST'G. E G. EXIS 'G.
PATIO DR
O J
I Of
M
GRADE ---- - GRADE
c
u u
\\.—EXIST'G.
SUN RM.�
EXIST'G.
2X8 PT FOUNDATION ENCLOSED PORC 2xD P.T.LE06M W. 3'-0"
WITH�%DIA. FLUSH TOP TREAD
LEDGER BD. CARRIA6E/LA6 BOLT
BOLTED TO ® 12"O.C.STAGGERED
TO HOUSE FRAMING
FOUND. WALL PROVIDE FLASHING d o z
EXIST'G. WINDOW EXISTG. DOOR EXIST'G. WINDOWS FLasHING I "'
P05T ON
LINE OF o RE6b 104VIA.rPGRPIER TO TO
DECK ABOVE °`° i I o 2 x 6 36"BELOW 6RADE MIN.
N DBL. JOISTS "' I G JOISTS
10"X 36„ - - ----- C=) 2'-0"
P.C.SONOTUB — FLUSH TREAD 1 CEDAR DECKING ON -- "' " EXIST'G.
r- ----� DWN.------
----- _ illi-I o Z I-ill-III-
------- WOOD FRAME ---_-- ___-- "' III-li -I-I II'
i - 1
PRESSURE TREATED I CELLAR
-
__ LINE OF
-------- 3' H HAND RAIL ---- a-_-_- --
-I--''
STEPS ABOVE _-
6'-32 -
1i
11=
"
-$
�LOCR PLAN 5 Coe7l0N
SEAL �- ARCHITECT PROJECT DRAWING ITLE SC DATE
"-1'-0" 8-3-2020
`F'?• �,�` ' r�',�tY+1\\ 4
DRAW
NG NUMBERJEFFREY SANDS STRASBERG
, EAR DECK
ARCHITECT
RESIDENCE
r, I- 6 EVERGREEN LANE
EAST QUOGUE, NY 1194221225 SOUNDVIEW AVE PLANS
PHONE 631.375.5997
FAX 631.576.8916 SOUTHOLD
Al 10
JEFF@JSA-NY.COM NEW YORK
B-10'NTE _1\i Yv X\
a•1S
WETH BLUES PLACEN N�BD]�PS
r, r� , 0 n•
-------------- ------ - - -- ------ - ----------
IF----
SPACE
� Lk
P CHCRAWL MAIN A CEILINv I
I � TO REMAIN AS-IS �ti OO
I
o NEW 23°X 23'FIXED��LA�S ■` 1""'1
WINDOW ABOVE DOOR
REPAIR OVE DOOR REPLACE •REPAIR
WINDOW W/4'-O ENCH DOORS WINDOW i� •_ "�J
E V 2"XG'COLLAR FIE
b'^, v
ml`- I /AND O I Y.LVL ATTACK p
11IKUU/�1� IFS"
° 21
TO EXIST RAFTER
/ 'Z O
�a / /LIVING/DINING ROOM
,
i
' W I NEW 2°XE°COLLARTIE
i ATTACh TO(2)1 1/�LVL's
3 / / H
— — _ ❑_ — CENTER ON F�PLACE /.�� /�.._. .. ..�.. O O
CRAWL e
SPACE , a
�FLOQp.R WALLS REMAIN A:,-" CV �
j ; -OPEN CEILING TO RAPIERS F k Lr1
NEW 2%'COLLARTIE VAU,TED CLG
AND(2)I 1/,•LVL ATTACh/ -FRAME NEW UPPER WADS T RAFTERS / rte., CV
� TO EXIST RAFTER -APPLY R-19 INSUTAFION �
- �.. _. / ..
wiNDow
V
AIR
Btl ER r__
BEDRM 2 I I BEDRM 1
FLOOR,WALLS,t I FLOOR I -FLOOR,WALLS,d
CEILING TO REMAIN I PIENUM CEIL,NG TO REMAIN
A5-IS --I
AS-IS
-NEW CLOSET AT
S E CORNER
HALLWAY
FLOOR,WALL:,R CEILING
TO REMAIN ASIS -
_ — a W
CL CL CL
15 L
/: ADD(2)2"XE• : /
COLLAR TIES
Q O y FIXED r0 s_, }^J'
CELLAR
v I.—.I $ it (2)1 I/n"LVL's.I/ o W
n ; Z
¢ BEDRM 3 •/ � / / I y '�`,
FLGOR,5/W/N WALLS,6 / KITC N/; Ir x U
>30 CEILING TO REMAIN AS IF ® BATHR OM _Dle F F!GOR TO REMAIN / / �'�X N • lD
z I NEW EASE WALL AT -OPEN CF41NG TO RAFTERS FOR '>of �E'. _
5AFHROOM b VAULTED CLG • I�'
m -FRAME NEW WALL5 VP TO RATERS LL T
NEW BATHROOM �-t+' /-ALN W-IXT�5
NEW FRAME WALLS,
POCKET DOOR, / � i0 /•\
SHOWER Li
'C6LING G F'XTL'RE5 I M0V OTR ��ai 99
i
/ 'E E TR Ion ® • sl -
I I
•REMOVE 6 R PLACES WINDOW I z L�7 O
CRAWL I MUD
ROOM 4
IIID-III SPACE III--IIII �
I�---�I Ow} N -
W-+
U2
� W
W
•REMOVE DOOR DRAWN BY:RS
J ENLARGE ENTRY
E
CELLAR o WISCR ENDOOT YDO R 5/11/2018 '
ENTRY CENTERED ON E TRY LL = '
z7'-lVNT SCALE:SEE PLAN`
T-to•NTs
• CE CO RETE STEPS
Will LUES T NEFTBDI -
N SHEET NO:
A PLAN-CELLAR R PROPOSED PLAN-FLOOR 1 \`
Scale -O' Scale �-
,, \\\ 1 A=2
7 EXTENT OF NEW VAULTED CEILING
NEW 2"XIe'TINED TO EXISTING
EXISTING 2'Xt ViX'F RAFTER=AT NEW VAULTED CLG
NEW 2'X I O'•-OLLAR9 FIXED TO EX15T,NG EXIn I E° IOGc ill
RAFTERS AT NB%,VAUI TED CLG
EXIT TING )F RAFT R`_ 2'X6 9 24' C NYN•23'X 23"
EMOTING 2'%6'RAFTERS 2' 12"F LJ�iO I I III I I I I FOOL'INSULATION FIXED GLA95
Q 2413 C �E 5TIN 'A1`- I ,NELV(P) CLOSED CELL WINDCN'
EWV U!iE .7LG�� I I COLLAR TIE a III I IY.'•_VL I 145 MIN CENTYRED UNDER
NEW 2"X6'COLLAR IESXEU 2'X6° ;Z WITH GABLE AND
(2)I IY,'LVL 2•%6, ABOVE PORCH
ROOF INSLl-
T�OMIN �IX+ljp
WIT (2)1 1 I/4"LVL EACH, I TO EXIST I POP-F
LASED GEL3 -R W LLAT AULT D RAY-fER' CO71E R III
-�/t. C G-2 F, t'N C \ I III CENTER I I I III
P a.;o
•FIREPLACE
N V PA TIT IC NEW LIPPER WALL AT - O 1
2 4-,a 16° C VAULTE7 CLG- >�1
2XA%g 1G'OC r :
R-131N5UU1TION
EXI_TINC, •X4' NEW 2'%4' EXL5TING 27(4' EXISTING 2'X4'
G.
C ap Ie OC (g�IG'O% !aJ I6'OC W Q o
'AD F-15 NSUL TION � 1 rV/J1
ITCH N BEDRM 1 LIVING/DINING ROOM EXISTING PORCH r
TO REMAIN AS IS v
EXISTING 2'X6'@ I G'O C EXISTING OXY S I G°O C EXISTING 2'X8•@ 16"O C O E-1
'ADD R-I?INSULA PION EXISTING 4-X6° •ADD F-I9 INSLIIANOT ""!:TING A'%G' OPEN CRAWL SPACE-
ENCLOSED EXISTING e'CONCRETE
EXISTING 8'%8'W7DD BLOCC ON FOONNG ~� O
_ .:O_ON CONCRETE Ln
b SPA E FOOTING N
CELLAR CELLAR N
EX15T-NG 8'CONCRETE EXISTING 4'DIA STEE_COL
BLOCK GN FOOTING ON CONCRETE SLAB I�
/ e SECTION
scala 1/a'=1'-0'
A-IVNTS
EXISTING 2'X6•RIDGE \�
NEW 23'%23°
EXISTING 2'X"RAFTERS FIXED GLASS n
24.0 C 2" I T WINDOW 1..� p�
%15TI RA, ' CENTERED ABOVE ®� pry/
NEW VAULTET 1,L6 PORCH ROOF -
EW C A ' U ( E 1,c
ROOF INS LATON WITH(2) 1 I/4'I_VL EACH
'LL CYLL R-4114 MIN NEW UPPER END WALLS AT VAULTED CLG a'Ry
3/4'PLS 2'%4"A I G"O C R-15 W51J Ti N
2'FIR
_TR- G'O C
0 Lu
2
EX15TING 2'X4' EX-4TING 2"X4'
i�Id OC Io OC
LIVING ROOM Zvi a J
O
EX.TIN 2°X8'd 1910 C
EXI�TINv 4'X6'
'ADD R-Id INSUTATIO. EXISTING 8'X8'WOOD
EXIET,NGP'CONCRETE ENCLOSED CRAWL COL ON CONCRETE
BLOC,ON FOOTING SPACE TOOTING
DRAWN BY:RS
5/11/2018
SCALE:SEE PLAN
p N-AT LIVING ROOM SHEET NO:
s�a1a va•=Tw• _
A=6-
rN a(J�
APPRO ED AS DOTED
DATE: J�ilk B.P.4-
FES:
NOTIFY BUILDING DEPARTMENT AT �--I
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED O
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION O
B
4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O.
� CL S-2.0 �T
ALL CONSTRUCTION SHALL MEET THE
-------------------- ------------------------------------, Y QUIREMENTS OF THE CODES OF NEW
RK STATE. NOT RESPONSIBLE FOR
' BEDRM 3 BEDRM 2
DESIGN OR CONSTRUCTION ERRORS.
i
W
° CL
~ 1---I
n
COMPLY WITH ALL CODES OF �"� 0
NEW YORK STATE & TOWN CODES Q-I
cL AS REQUIRED AND CONDITIONS OF 0
t/1
SOUTHOLD TOWN ZBA O
SOUTNOLDTM%PLANNING BOARD N
AT
ECEL XTERIOARRHALLWAY FLOOR o — — i i ~i N
BATHRM ATTIC ACCESS SOUTHOLD TOWN TRUSTEES E....I �---I
ENTRY
N.Y.S.DEC (f N
DN UP F—I
i
i
i
i
i
i
i
LIVING)DINING ROOM PORCH OCCUPANCY OR
A i SIR USE IS UNI- "��FUL
DN
KITCHEN BEDRM 1 WITHOUT CERTIFICATE
�- OF OCCUPANCY
MUD
4
UP ROOM FP RETAIN STORM WATER RUNOFF
r----------- -------------------------------------- PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
CL B w
ELECTRICAL
-------------------------------------------------------------------------------' INSPECTION REQUIRED
w
w
.� Z_
0 5 FT Ti*IUSS PLACARDINS RSQlIRM O }
A EXISTING PLAN - FLOOR 1 W Z m
Z Scale: 114"=V-0" r , Q N
U) Q X ,_I 6
PL UMBER CER TIFICA TON z m 0 (.0
ON LEAD CONTENT ,�E
CERTIFICATE(jF OCCUP/1 r.JC y � O
SOLDER USED IN I�C/A TF_,� .� w •
SUPPL Y SYSTEM CANNOT O
EXCEED 2110 OF 15o LEAD. (D 13f
U) 0-
PLUMBING 0
ALL PLUMBING WASTE
A WATERLINES NEED
TESTING BEFpRE,CO' r ;idG
DRAWN BY: RS
5/11/2018
o �` f!� SCALE: SEE PLAN
SHEET NO:
i w
;.gyp �5w, P4�� •
19'-10"NTS
O Q
< 1 9'-10"NTS
-
10 REPLACE CONCRETE STEPS
WITH BLUESTONE[TBD]
r�
----------------------- ------------- -- --------- -----------i F O
F- I U O
U- I I U�
LO I I
I I
I I
I I
I I
I I
' PORCH
CRAWL 6 FLOOR, WALLS, t CEILING
SPACE TO REMAIN A5-I5 i \
I
I I O
W
O I
II
•REPAIR •REPAIR
WINDOW WINDCW ' J
I I
I I
� / W
NEW 2"XG"COLLAR TIErj
p o oN AND (2) 1 I%4" LVL ATTACH / / / / ; pN
COIN TO EX15T RAFTER I �fn /�cn �Ich .. . —..--- -- -- --- --- ----- --� -- m� •``/ Q
1 / / / - - - —• / I /� I4
H
/ I O
/ / / LIVING/DINING ROOM /
Q NEW 2"XG"COLLAR TIE /
a -' ATTACH TO (2) 1 I%4' LVL's / / O
a CENTER ON FIREPLACE
w W v�
CRAWL-
SPACE
� 1 � / � �
0 o QR O
SPACE / / / / �FLOt WALL5 REMAIN A5-5CSI
Z / - OPEN CEILING TO RAFTERS R [V
NEW 2"XG"COLLAR TIE VAULTED CLG. r---q
• ; AND (2) 1 I%4' LVL ATTACH - FRAME NEW UPPER WALL5 To RAFTERS ; W CV
TO EXIST RAFTER - APPLY R-I e INSULATION
•REPAIR
---- WINDOW ' / / I Nvv
1�
I I O
I I
1 1
I I
AIR i I
P4
777
HANDLER BOILER I ^ -
I I F■.Ls�
BEDRM 2 BEDRM 1
1
FLOOR, WALLS, tI FLOOR - FLOOR, WALLS,
CEILING TO REMAIN I PLENUM CEILING TO REMAIN
A5-I5 A5-I5
I
-- - NEW CLOSET AT
S.E. CORNER
I '
I '
HALLWAY
FLOOR, WALLS, t CEILING
TO REMAIN A5-I5 ' ■
I I
I J I
■
I CL CL CL I i
060 L
a I U)< 0 AlDD�2 2-YOI W
v ( )
a ? O/ r COLLAR TIES ) W
¢ FIXED TO '� z'- 1" ; �� Z
CELLAR Q w J (2)I I%4' LVL's ,� ;w ^
J • / @48"O.C. / / :< �j/ W
CL
a J Z Lo
l
BEDRM 3 � �
06 ; FLOOR, S/W/N WALLS, t , Kr(C N /; co U J N
W00 ,
0O CEILING TO REMAIN A5-I5. BATHR OM -/EXIST FLbOR TO REMAIN / i o p Q O -J
0 o NEW EAST WALL AT - OPEN CEILING TO RAFTERS FOR I o ■U) Z O
w Z l BATHROOM. a VAULTED CLG. U O m
- FRAME NEW WALLS UP TO RAFTER5 I
LJL
L NEW FI URES
O = r
NEW BATHROOM �- O
NEW FRAME WALLS, ( ;o W
POCKET DOOR, 'w
CEILING * FIXTURES SHOWER N / I • E E O ~ O
IV
I 0 ^
I .
0
I ------------- ---------------
---------- ---------------
— I REMOVE&REPLACE •REMOVE&R PLACEI s' i z( O
WINDOW WINDOW ; MUD I
CRAWL I I ROOM
SPACE I M
O�>
O Fr < Q I I
<I� H w Z i EO. 3' EO.
—— W U lJJ I I
• REMOVE DOOR DRAWN BY: RS
ENLARGE ENTRY
EXTERIOR Z F&I NEW 3'0"ENTRY DOOR
CELLAR
o W/SCREEN DOOR 5�11�2O1H
ENTRY CENTERED ON ENTRY WALL.
2T-10"NTS
SCALE: SEE PLAN�^
2T-10"NTS REI CONCRETE STEPS
� fit:-; ��� PLA
WITH BLUESTONE[TBD]
SHEET NO:
N +� l " hI oilae ties are to be connected to the
A PLAN - CELLAR B PROPOSED PLAN - FLOOR 1 afters with (4) 1/2" through bolts with
Scale: 1/4"- 1'-0" Scale. 1/4°-1'-0° 7 _washers on both sides. Hole do be no larger
Q V-',,'than;9/16" A 2
ti.
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 RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION Qom. SPACING NOTES BUILDING USE
CONSTRUCTION NOTES. in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TO
TOP PLATE 10'WALL:4-8d COMMON RAFTER E-NAIL BUILDING HEIGHT (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS)
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 TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC, 2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER 8d COMMON END NAIL DESIGN LOAD CALCULATIONS
3). Dimensions shall take precedent over scaled drawings. LIVE LOADS PSF ROOF (GROUND SNOW LOAD) PER NYS 301.6
I g 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH END ( ) ROOMS(OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). TO RAFTER END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 w
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
construction means, methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 r
SPACING 4LJ'
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. EXPOSURE CATAGORY (DESIGNED FOR CAT.C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL O
P p P P 2-16d 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 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Fw-1
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD Q
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON O.C. NAIL
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c. in the field,and FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
7).The General Contractor is to consult with the owner for all built-in items 112 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 IRC. �"� O
such as bookcases,shelving, pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL �7
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION F� x
8).Wind load requirements shall be taken into account during construction.
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 (ECC
O
FOUNDATION NOTES:
Type II exterior shearwalls shall meet the requirements of table 3.15a-b times theappropriate
YP qBOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST CLIMATIC & GEOGRAPHIC DESIGN CRITERIA w cn
length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 T ISOR BLOCKING O
1), The General Contractor and Mason to review plans,elevations,details and notes to END JOGROUND WIND SEISMIC FROST WINTER ICESHIELD
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 FLOOD
HAZARDS CV
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL w N
interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING respectively.res2
2 and 2
4
4. . . . .
3). Provide 112"expansion joint material between concrete slabs and abutting 2. p Y 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE
JOIST TO: PER TOE v
concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i.. Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES: 1,3
9 .CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1 (BOTH FIELDS)
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3
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
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE
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.
N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners, hzar.;ers and anchors to be galvinized or stainless steel. TO JOIST 3-'.;d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
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: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on cone:ate piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES: into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. FE I N(,2• For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3), Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 3 .Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For
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 ) P 9 9 9
below gradePorches with covered roofs shall have 12"diaconcrete piers for the girdersAS 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. STRUCTURAL PANEL 8d WFCM-SBC
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: W
NAIL SPACING NAIL SPACING AT INTERMEDIATE
3). Floors,walls,ceilings and rafters to be spaced at 16 inches o.c. unless noted CEILING SHEATHING: SHEATHING LOCATION NOTES
otherwise. JOINT DESCRIPTION
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
Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C.
where needed. @ @
4). Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE NOTE:2 FOR PANEL FIELD ■, W
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6). Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0. FIEL INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3 ■
openings. LVL headers to have(3)jack studs and(2)full length studs on each side of }� LU
openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES 4_4 Z
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored _
NAIL NAIL
and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. (D
Z (0
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall z LC)
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC be used. r , W to
anchors where applicable to all connecting joists. PLUMBING NOTES: 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with V Q X 0 CN
7/16"OSB 3"O.C. EDGE 'w
6d COMMON G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. (�, z 0 O CO
6). Double up floor joists under walls that run parallel to the floorjoist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. •. O m =
on plans. WALLBOARD 5d COOLERS 10"O.0. FIELDJ.
2).Verify septic system with the Engineer for Suffolk County Health Department approval. 1 . PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Z5r'
7). Provide 2-1-3/4"thick microlams(height to match floor joists}around stairwell and/or )FLOOR SHEATHING: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. (n O
other access openings unless otherwise noted(typical). = M
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, W
under all bearing walls. state code and manufacture's recommendation for maximum hole size and spacing permitted. a: O co
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists Provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION NAIL
SPACING NG 3). INSTALL 1 -CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. LJ (n
required b current NYS Residential Code-FIREBLOCKING REQUIRED O
STRUCTURAL PANELS 6"OCEDGE as re q Y
8d'OMMON Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters. Install draft blocking as HVAC SYSTEM NOTES: 1"OR LESS 12" . .O.C. FIELD NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. ♦^ 0-
needed. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. V,
requirements. 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor O
11). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir levels.Concealed horizontal furred spacesshall also be fireblocked at intervals not exceeding 10
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. THESE NOTES ARE ONLYTO BE REFERRED TO IF SOIL COMPACTION: feet. Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed
2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR using parallel rows of studs or staggered studs.
12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor equipment supplier. TO VERIFY EXISTING SOIL CONDITIONS PRIOR To FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed 1). Nailing requirements are based on wall sheathing drop ceilings and cove ceilings.
over subfloor as per manufacture's instructions. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the paiel edge. If wall sheathing 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher DENSITY(PER ASTM D 698 AND ASTM D 1557) COMPACT THE
P 9 9 under stairs shall comply with current N.Y.S. Residential Code.
13).All bathroom walls to have 112"thick moisture-resistant sheetrock.Garage walls and shear ca acities, nailing re uirements for structural SOIL AT 12"LIFTS(TYPICAL) CONTRACTOR TO HAVE FILL
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building ELECTRICAL NOTES. P g G TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. 4).At openings around vents pipes and ducts at ceiling and floor level,to resist the free passage of DRAWN BY: RS
members shall be doubled,or alternate connectors, flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. such as shear plates,Shall be to maintain load path. 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION,
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
1).All electrical to be installed as per N.Y.S. Residential Construction Code. e useINCLUDING SUBFLOOR,IS COMPLETE. 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. 5/11/2018
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected
torch down type material over, members,the tabulated number of nails shall be permittedE; Of SCALE: SEE PLAN
3).All electrical work to comply with 2014 NEC. to be reduced tot -16d nail per foot. �� ,~ �v =to�
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
and R315 of IRC. 1� a (/((l.••YYY of `' dam' SHEET NO.
,V r
o�
In f,is sha_4�46
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.
KING STUDS
RAFTER WALL STUD
ENDWALL CRIPPLE STUD
BOTTOM PLATE
n RIDGE LEDGER BATHTUB
HEADER
DOUBLE JOIST
SIDEWALL
JACK STUDS RAFTER
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 APPLICATION RAFTER SIZ USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNIN PARALLEL WITH THE FLOOR E'L'I W
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 o. STRA APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRA APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18go. SLOPE HANGERAPPLY TO EACH RAFTER LEDGE JOIST DIRECTION WITH (2� JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR, CONNECT THROUGH g Ut
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 CR RT7 TYDOWtJ ANCHOR APPLY TO EACH CRIPPLE STU 2X10 LS210 18go. SLOPE HANGERAPPLY TO EACH RAFTER LEDGE FOR JOIST NOT DIREBLOCKING 024P0CLLEL WALLS, PROVIDE
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP F� ^
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL F--1
HIMNEY AS REQUIRED
RIM BOARD RAFTER I-4
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN I---I O
SIDEWALL FLASHING VENTILATION WOOD JOIST
TOP PLATE BLOCKING BLOCKING
FOUNDATION FINISH WALL AND MOISTURE 2x4 LEDGER U �I
STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA �v..•.•JJ
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA C11 O
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER
THE SPACE VENTILATED. ALL OPENINGS I n
INSTALL 40' O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT N
4" - 8" LSTA24 1-1/4"x24" 20go. STRA AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD
ON ALI. OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. (y
INSTALL 4'0" O.0 FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR LOCA IION JUSP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18go. SIItA AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO �/ J
ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDO'NtJ ANCHORCONNECT
RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 40 O.0 / CONNECT TO ROOF VENTILATION_/ OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18go. STRA AND JACK STUDS 8' - 12' RAFTER RT20 21-1/8" x 20ga. iY[70N'N ANCHOR EACH RAFTER SOIFIIEU LAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING O
2ND. FLOOR WALL
/ ROOFING LAPS BASE U
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER
EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME
\/ MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING WOOD JOIST
1ST. FLUOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS MAKTDAI PLASHING AT ALLVIDE HEMMED IEDDGES Sb WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS
/ g INSTALL 40 O.0 PREVENT CAPILLARY ACTION J PLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
4" - 8° LSTA36 1-1 4'x36" 18 a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION AP tL
ON ALL OPENINGS ONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FRE THE PROPER STEE CONNECTOR. ■
RAFTER/PLAT[ RT15 TYDOWN ANCHOR FAF:FR TO PLATT OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1�2' HIGHER THAN LVL HEADERS
INS TALL 4 0 O.0 CONFORM TO SLOPE
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS "ONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS W
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR 1ATES TO EACH STUD
■
DBL. SILL PLATE 0
TERMITE SHIELD SUBFLOOR
SILL GASKET WOOD JOISTS .. W
NEOPREi
CONC. SLAB GASKET �� 2x6 /2x8 CONTINUOUS WOOD PLATE �� W
TYP. CONC. FOUNDATION ( A 6 MIL. POLY , BOLTED TO STEEL BEAM WITH
DAMPPROOEXTERIOR GRANULAR FILL
6MIL POLY ONN EXTERIOR 1/2 " DIA. BOLTS Q 48" o.c. STAG.
° V /' STEEL COLUMN _ z d"
CONC. SLAB p o ROOF JACK // I I 1 N�� \ STEEL BEAM W � Z N
° 4 o �,p ANCHOR BOLT EMBEDMENT: 4" x 1 4" x 8" STEEL r , .1
COMPACT FILL — POURED CONCRETE: 7" / �+
BLOCK WALL: 15" TOP AND BOTTOM PLATE /� Q X J Lo
4 p D e ROOFING LAPS WITH 1 V
KEYWAY FOOTING D V n a FLASHING AT /2" x 6" ANCHOR BOLT Z O O (o
° B p �- p L CONC. FTG. p Q'p D" USE WTH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT m = I`
ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) H O
141
REINFORCING BAR FOUNDATION /8" DIA. ANCHOR BOLT 3" STEEL COLUMN (n O
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) (n M
SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM XZ— w 0- C
CRAWL SPACE OR FOUNDATION u-
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL O
TYPICAL COFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING.
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL 0-
SLAB-ON-GRADE W a
�SUBFLOOR O
CONC. SLAB DOOR FRAME _
6X6 10/10 WWM GARAGE G JOIST
COMPACT FILL DOOR USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
W/ 6X6 WMM SLOPE
P.T. PLATE 4"DRIVEWAY —�► NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: RS
1/2" AIR ACE < < ° 7 1 WITH A NAILING PLATE IF NEEDED)
p AT END AND ° -,p ' T BE APROX. 1/2" OR HIGHER THAN
ES OF WOOD p , ° ° - STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE Q Q a �, o �, p BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 5/11/2018
6X6 W.W.M. ° ° �' e SUBFLOOR
'----_NOTCH BEAM FOR MUDSILL F REQUIRED -- MAXIMUM � p p � � ° ° � ,D �— SCALE: SEE PLAN
RCNG BAR /NOTCH EQUALS 1 4 DEPTH OF BEAM °D Do e•D ° I —I I OIST.
c1 ENFO - .D -a REINFORCING BAR 'e ° ° d . e D ° _ 0�--',: �,•,�
DRAIN TILE � ►I o e° SHEET METAL / 30� FELT UNDER BEAM AT POINT
12 OF CONTACT WITH ONCRETE OR CONC. BLOCK
3.. O�{�PLATE jQQL" � 0 �rAM) SHEET NO:
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. r��
SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM '{4
GARAGE DOOR BLOCKOUT a� N, «„ c �r
BEAM POCKETOR
eq0 yel��P�
19'-10"NTS
a 19'-10"NTS
Z)
11
I I I I O
XI5TING 2XG'5 @ 24" O.C. - —�
I XI o XI � I I
Co
CIL
0p
I L L�
X X X
- - - - W I - N - -w - - - - I - - - - I I 1 - - - - �/—'�■/J�
0 0
W N I I I I I I I I I I 1 I I I I M I- - - \ - - - - \ _ \ \
W lc/) C)
w w z
I I I 1 I I I I I I I I
EXI ,1I
I I I I I I I I I I ING 8,'X8"
W D Cos I
ON ONC ETE I_ \ \ NEW VAULTED CEILING
_ I I I \ NOTE: ALL EXISTI GN ROOF I ~J E
_ FO ING \ �p O
i 1 I I HXI5TING 4"xG" I I I i I i \ \ O \ RAFTERS AT VAULTED CEILING i
- TO BE 515TEPED WITH 2"X 12"5. -
IKROOF INSULATION TO BE Ln O
EXIS ING "X8" I G" O.C. , I \ ~_ I\ CLOSED CELL FOAM R-49 MIN. \ I ^ (V
w` cam,
II I I I I I 1 I I I I I I I I I \ N \ \ I r ^
I I I I I I I I I I I I I I I I \ V
\�— J I I I 1 I I I I I I I I I I I L
— -- - - - - - - - - - - -
II I I I I I I I I I 1 I I I I 1 I I I I I II '
I ,+
I I I I I I I
I
II I I I I I I I I I I I I I 1 I I 1 I I 1 I I I ( I
I I I I I I I I I I I I I I I 1 1 I I I I I I I IEZ I
�..�.J
cci I Ek15TING 4" DIA STEEL COL. EXI5TING 4"XG" I EXISTING)4" DIA STEEL COL. I N 15 ING 2"X " RIDGE 1..J...
IN C NCRE E 51-111 ON ON RETE LAB I I , I I i I I I \ NEW VAULTED CEILING I �/
\NOTE: ALL EXISTING ROOF \ ( w
RAFTERS AT VAULTED CEILING �J
TO BE 515TERED WITH 2"X 12.115. z'5. \ I "�'��
EXISTING "X8" 16" O.C. I ROOF INSULATION TO BE
I i I i I I. \ CLOSED CELL FOAM R-49 MIN. I I Z (� Z l�l�
III I I I I 1
Flin I Wr - 0')
I II N U X �
IIi I
OmOLL 1�-
I I I I I I 1 I I I I I I I I I I I 1 I I I I \ \ \ I cc CY)
WO (o
` l
1
I I LLL
LL -— — — — —- - - - - - - - - - -
- - - - - - - - - - - - -
LEX W-
0
z
OR�\
J (n
�- — — — — — DRAWN BY: RS
0
5/11/2018
27'-10"NTS 27'-10"NTS
py- SCALE: SEE PLAN
A FIRST FLOOR FRAMING B ROOF FRAMING ''' ra~� \
��° SHEET NO:
Scale: 1/4"= 1'-0" Scale: 1/4"=1'-0" ay
•ESS9®��W
22'-1" 14'
EXTENT OF NEW VAULTED CEILING
NEW 2"X 12" FIXED TO EXISTING
EXISTING 2"X0' RIDGE RAFTERS AT NEW VAULTED CLG.
NEW 2"X 10"COLLAR5 FIXED TO EXISTING _ "EXI5TI G G" IDGE
RAFTERS AT NEW VAULTED CLG. /, EXI TING R F RAFT RS 2.1 @ 24" 4.C.1
EXISTING 2"XG" RAFTERS V 2"> 12" FI( DYQ ROOD INSULATION
N
@ 24"O.C. --lb 15TING RA R5 A�`• ADD 2"XG„ I NEW(2) I CLOSED CELL
�y
EW V ULTE CLG. R 49 MIN.
,.� �•. � � COLLAR TIE� �I I I/4' LVL � III I
NEW 2"XG"COLLAR TIES FIXED TO 2"XG" RAFTERS (2) I I%4' LVL
WITH
ROOF INS LATION WIT (2) 1 1 114" LVL EA F1, TO EXIST. 2X6
LOSED CEL R 49 MIN. � UP R WALL AT AULT D RAFTERS COLLAR
3/4"P Y , C G - 2'X4"(@ 16"O C. �•.� I CENITER I I M
"X2" f1p,STIP @ 6"O.T. �I ON
FIREPLACE
Q EQ.
N W PA TITIO NEW UPPER WALL AT O
2 X4" Ca I G"G.C. VAULTED CLG -
2"X4"@ I G"O.C. ~i
R-1 9 INSULATION
EXISTING "X4" NEW 2"X4" EXISTING 2"X4" EXISTING 2"X4" W
@ I G"C.C. @ I G" O.C. @ I G"O.C. @ I G" O.C. w ~
*ADD R-19 INSU TION
ITCH N BEDRM 1 LIVING/DINING ROOM EXISTING PORCH r 1� 00
TO REMAIN AS IS V
EXISTING 2"X8" @ 16" O.C. EXISTING 2"X8" @ 16"O.C. EXISTING 2"X8" @ I G' O.C. �--{
*ADD R-19 INSULATION EXISTING 4"XG" 'ADD R-10 INSULATION EXISTING 4"XG" OPEN CRAWL SPACE O
EXISTING 8"CONCRETE O
ENCLOSED
EXISTING 8"X8"WOOD BLOCK ON FOOTING
COL. ON CONCRETE Ln
o SPACE FOOTING N
CELLAR CELLAR
N
EXISTING 8"CONCRETE EX15TING 4" DIA STEEL COL. E
BLOCK ON FOOTING ON CONCRETE SLAB
A SECTION
Scale: 1 ?=1'-0"
19'-10"NTS
■
EXISTING 2"XG" RIDGE
W
■
EX15TING 2"XG" RAFTERS
@ 24"O.C.. 2"X 12" FIX T
15TING RAFTERS
NEW VAULTED CLG.
NEW 2"XG"COLLAR TIES FIXED TO FYIST. RAFTS ■` w
ROOF INSULATION WITH (2) 1 1 1/4" LVL EACH Lij
L05ED CELL R-49 MIN. NEW UPPER END WALLS AT VAULTED CLG ♦n�' Z
3/4" PLY 2"X4" I G"O.C., R-19 INSULATION W0 d,
2" FIR STRIP @ G"O.C. c-i Z W C.0 Z Lo
V QX _3 L6
zz0Oco
0 co
U) = M
w a. 0
EXISTING 2"X4" EXISTING 2"X4" L
@ IG"0.C. @ IG"O.C. A` 0
LIVING ROOM V♦ w
0
EX TING 2"X8" g I O.C.
EXISTING 4"XG"
*ADD R 19 INSULATIONEXISTING 8"X8"WOOD
N EXISTING 8"CONCRETE ENCLOSED CRAWL COL. ON CONCRETE
BLOCK ON FOOTING SPACE FOOTING
DRAWN BY: RS
5/11/2018
SCALE: SEE PLAN
B S� 1_0ET
N -AT LIVING ROOM SHEET NO:
Sc = "
Ab
GFI
J
U
BEDRM 3 BEDRM 2 U
J H
U
/ DINING TABLE LIGHT
CENTER ON WINDO'N
U
S �
; W
FI
FI w
z
�u Li
af
ATTIC LIGHT I HALLWAY PLENUM
EXTERIOR 5 I AT I \ \
CELLAR o / ATTIC AC ss I FLOOR \ /
/ I CEILING FAN rT,
ENTRY aoJ� \ I _ -__ ��_-I-�-/ M-+-1
3Z WZ \\ �� UP
"'_"W BATHRM
/
GFI
LIVING DINING ROOM PORCH ~ O
W V)Uo
KITCHEN BEDRM 1 N
Ul-� IVILID�
MAINABLE
ROOM N\ CFEED /
_ UP U
W
ELECTRIC SYMBOL KEY:
e= -DUPLEX RECEPTACLE,110 VAC w
GFI GFI� -GFI DUPLEX RECEPTACLE, 110 VAC
D& -DEDICATED DUPLEX F" EPTACLE, 110VAC
-QUAD RECEPTACLE, 110 VAC
S -WALL SWITCH
-CEILING FIXTURE
A FLOOR 1 - REFLECTED CEILING / ELECT. PLAN I -WALL FIXTURE
Scale: 1/4"=1'-0" ®-UNDER CABINET LIGHT
-VOICE/DATA CABLE
-MAIN PANEL W
■
n
•• Lu
-� w
.�� Z
Z z n
Lu
V � �
U)� Qxz0mpti
= vl-
M
Jc: w a 0 co
0 u_
O
4F-
\ I DRAWN BY: RS
5/11/2018
GFI
.5 r , SCALE: SEE PLAN
� A 1
T•' �' SHEET NO:
GARAGE RCP/ ELECT. PLAN p
�r,
B Scale: 1/4"=1'-0" n U�
1s' r--