HomeMy WebLinkAbout48955-Z �o�oSUFFotKcOGy Town of Southold 1/27/2024
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
f
CERTIFICATE OF OCCUPANCY
No: 44912 Date: 1/27/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 175 Burris PI, Peconic
SCTM#: 473889 Sec/Block/Lot: 67.4-15.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/16/2023 pursuant to which Building Permit No. 48955 dated 2/24/2023
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations, including garage conversion to bedroom and storage and "as built"finished basement for
storage, to existing single family dwelling as applied for.
The certificate is issued to Ramer,Sanford&Denise
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 48955 5/4/23 &9/7/23
PLUMBERS CERTIFICATION DATED
L./
0
A o zed t ature
��o�511ffktz,y TOWN OF SOUTHOL:D
BUILDING DEPARTMENT AMENDMENT
TOWN CLERK'S OFFICE
c • SOUTHOLD, NY 6• quo?. a7j
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48955 Date: 2/24/2023
Permission is hereby granted to:
Ratner, Sanford
40 Amherst Rd
Great Neck, NY 11021
To: Legalize as-built finished basement to existing single family dwelling as applied for.
Additional certification may be required.
6�r22_2' 02. I0IEN DIP
ERMI- to include conversion of garage to living space & storage
area.
j�Additionalrinspect 11 ra_Uff nn
At premises located at:
175 Burtis PI, Peconic
SCTM #473889
Sec/Block/Lot# 67.-4-15.1
Pursuant to application dated 211612023 and approved by the Building Inspector.
To expire on 8/2512024.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,136.80
CO-ALTERATION TO DWELLING $50.00
ELECTRIC $90.00
AMENDI�NT Pd 2R 0
Total: $1,404.80
Building Inspector
��o�gucFotfi�o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
yyol * 4�ae
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48955 Date: 2/24/2023
Permission is hereby granted to:
Ratner, Sanford
40 Amherst Rd
Great Neck, NY 11021
To: Legalize as-built finished basement to existing single family dwelling as applied for.
Additional certification may be required.
At premises located at:
175 Burtis PI, Peconic
SCTM #473889
Sec/Block/Lot# 67.4-15.1
Pursuant to application dated 2/16/2023 and approved by the Building Inspector.
To expire on 8/2512024.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,136.80
CO-ALTERATION TO DWELLING $50.00
Total: $1,186.80
Building Inspector
�O��pf SOUryo�o
Town Hall Annex .16 Telephone(631)765-1802
54375 Main Road '!
P.O.Box1179 o Sean.devlin()town.Southold.ny.us
Southold,NY 11971-0959 O
�yOOUNTI,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Sanford Ratner
Address: 175 Burtls PI city:Peconic st: NY zip: 11958
Building Permit#: 48955 Section: 67 Black: 4 Lot: 15.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Owl Electric License No: 48955
SITE DETAILS
Office Use Only
Residential X Indoor E
Basement X Service
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 1 Bath Exhaust Fan
Service 3 ph Hot Water Oil GFCI Recpt Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 11 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 12 4'LED Exit Fixtures Sump Pump
Other Equipment: Dehumidifier-1
Notes: " AS BUILT NO VISUAL DEFECTS " Finished Basement
Inspector Signature: , Date: May 4, 2023
S.Devlin-Cert Electrical Compliance Form
pF SOl/Tyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road _
P.O.Box 1179 i� sean.devlin4town.Southold.ny.us
Southold,NY 11971-0959
�y00UMY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Sanford Ratner
Address: 175 Burtis PI city.Peconic st: NY zip: 11958
Building Permit#: 48955 Section: 67 Block: 4 Lot: 15.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor E
Basement Service
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 2
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 2 4'LED Exit Fixtures Sump Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " Bedroom
Inspector Signature: Date: September 7, 2023
S.Devlin-Cert Electrical Compliance Form(1)
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# # TOWN OF SOUTHOLD BUILDING DE�� PT-
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ ] RENTAL
REmA,,,KS: 45' D
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DATE INSPECTOR - �`
'6� V 5 S ho��pF SOI/Tyo6 .
YV"YI # TOWN OF SOUTHOLD BUILDING DEPT.
e
`*rourm � 631.765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ el 'SULATIOWCAULKING
FRAMING /STRAPPING [ NAL Q�1
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLLA�ATI.Or V\
N r• [ ] PRE C/O n [ ] RENTAL
REMARKS: IC!1 y4t 4& k�✓ D11Nn.1/
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DATE L INSPECTO
�o��OF SUUryO6
# * TOWN OF SOUTHOLD BUILDING DEPT.
631.765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: fieam s
v- 0k,. u Ole-
DATE �J- Ff 3 INSPECTOR
IfQ a��oa0F S0U7yy* -
v11 0 ` TOWN OF SOUTHOLD BUILDING DEPT.
`*rourm " 631.765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] &OUGH PLBG.
[ ] FOUNDATION 2ND [ V,[ INSULATIOWCAUL WG
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:" r
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�nl� Qvifii -� I+►S�YI Ilnl{f �Y1Syl�aY1 `
DATE O INSPECTOR / ?
qsw*TOWN OF SOUTHOLD BUILDING DEPT.
631.765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
[ ] FOUNDATION 2ND [ INS LATIt1N/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
U �o�aOF SOOfyo6
* # TOWN OF SOUTHOLD BUILDING DEPT.
e
`"roum 'a� 631.765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] JJ�SULATIOWCAULKING
[ ] FRAMING /STRAPPING [Vf FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL
REMA KS: Vi d AD ( l
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DATE va Y INSPECTOR
�O�a0F 50UTyo6 q 0 q 55 '135 6ul"+ 5 Pl.
* # TOWN OF SOUTHOLD BUILDING DEPT.
631.765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: Qara
o e�S
DATE q-5 - 02 3 INSPECTOR
8,gSS 175
OF SO�j
TOWN OF-SOUTHOLD BUILDING DEPT.
"rourm � 631.765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
RECC/O [ ] RENTAL
REMARKS: Qv✓
/l,v 2�onJ(�Er
DATE 1 17 2 INSPECTOR
Tiderunner Engineering
and Design, PC
7 Ridgewood St
JAN 2 2 2024
Bay Shore,NY 11706
(631) 839-4824 Is TIlI.DWMG PIT
MWN
Building Department
Town of Southold
53095 Route 25
PO Box 1179
Southold,NY 11971
Friday, January 19, 2024
RE: Basement insulation for 175 Burtis Place,Peconic,NY 11958
Dear Building Department,
I hope this letter finds you well. My name is Louis Schwartz, and I am a licensed
engineer. I conducted an assessment of the property at 175 Burtis Place, Peconic,NY
11958, and I wanted to bring to your attention a specific observation related to the
basement.
The plans I provided for the property labeled the basement as a storage space.
However, during my inspection,I observed and can certify that behind the finished walls
in the basement, there exists foam board insulation effectively insulating the space.
I believe it is important for the Building Department to be aware of this information to
ensure accurate documentation and compliance with building regulations. If there are any
specific procedures or actions required on my part,please inform me promptly. I am
ready to provide any additional information or documentation necessary to address this
matter.
Your prompt attention to this issue is highly appreciated. If you have any further
questions or require clarification,please feel free to contact me.
Sincerely, .�EOF NEWq ,
y�oJ�9 SCHIyg9oPF
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SSIONP����\
Louis Schwartz P.E.
DEC 1 1 2023
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��gurr tt� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
��oi yaa� Telephone(631) 765-1802 Fax(631)765-9502 hgps://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO._ ��5 Building Inspector: FEB I b ZOZ3LD
Applications and forms must be filled out in their entirety. Incomplete BUILUINbUtP1.
applications will not be accepted. Where the Applicant is not the owner,an TOWN OFCnitTmni n
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name:Sanford Ratner scrM#1000-67-04-14&15
Project Address:175 BUrtis Place._ _Peconic, NY 11958 -
Phone#:516-819-8884 Email:smratnermd @aol.com
Mailing Address:40 Amherst Road Great Neck NY 11021
CONTACT PERSON:
Name:Thomas Hart _
Mailing Address:? Ridgewood St Bay Shore NY 11706
Phone#:(212)365-0473 Email:lomtiderunner@gmail_com
DESIGN PROFESSIONAL INFORMATION:
Name:Louis Schwartz PE
Mailing Address:7 Ridgewood St Bay Shore NY 11706
Phone#:(631) 839-4824 Email:tiderunnereng@gmail.com
CONTRACTOR INFORMATION:
Name:Ben Berkowitz
MailingAddress:4 Di Tomas Ct Copiague NY 11726
Phone#031)_229-3159 Email:ben@east-endconstruction.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
PDther F%�iiSH£� .Sfr Cst✓ (SAS l 4-6&fe4--'S S $ g 6od
Will the lot be re-graded? ❑Yes ■No Will excess fill be removed from premises? Dyes ■No
1
PROPERTY INFORMATION
Existing use of property:Single family Intended use of property:Sin91e family _
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Dyes MYo IF YES, PROVIDE A COPY.
❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable lairs,ordinances,building code,
housing code and regulations and to admit authorized Inspectors on premises and In buildings)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York state Penal Law.
Application Submitted By(print name): ��(Qrifgg uthonzed ent ❑Owner
--- ti ------ -- ----- -- -T - --
Signature of Applicant: Date: /
- - - - - - _ � z3 - -
STATE OF NEW YORK)
SS:
COUNTY OF
F ff 5 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)9 is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of FEmm izy 20 2-3
Notary Public
LOUISE M CONSIGLIO
PROPERTY OWNER AUTHORIZATIO OTARY PUBLIC-STATE OF NEW YORK
(Where the applicant is not the owner) No.01 C06398980
Qualified in Suffolk County
(�
l �n My Commission Expires 10-07-2023
I, a toNZA J� �"k 'f-`/ residing at 0_ gv \ityjt r\iwa
("e-j N Qt.y N f do hereby authorize 72�0�6_$ to apply on
my behalf to the 4onof Southold Building Department for approval as described herein.
Owners Signature Date
S uw�Jwa 1`kJA C ''
Print Owners Name
2
� l�, l� ll �u► I�
o�StyFFot��o MAR 2 0 2023BU1 I G DEPARTMENT- Electrical Inspector U - `\
TOWN OF SOUTHOLD
o� <t SIIELUIr4�, EPl.
y x -MWNOFRrItaWnl Hall Annex - 54375 Main Road - PO Box 1179
^+ Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a)-southoldtownnv Qov— seand(&southoldtownny.4ov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ail information Required) Date:
Company Name: Owl Electric Inc.
Electrician's Name: Tyler Lademann
License No.: ME-60853 Elec. email:owlelectricinc@gmail.com
Elec. Phone No: 631-828-0995 ❑1 request an email copy of Certificate of Compliance
Elec. Address.: 877 Alvahs Ln
JOB SITE INFORMATION (All Information Required)
Name: , a_( {o,�
Address: -1-S \
Cross Street: tk; 1 Lw .
Phone No.:
Bldg.Permit#: email: c
Tax Map District: 1000 Section: Block: Lo
BRI F DESCRIPTI N OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
� s �
Square Footage: I Zen
Circle All That Apply:
Is job ready for inspection?: 49 YES JZNO M Rough In Final
Do you need a Temp Certificate?: YES RINO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Mettr#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
rem i oq asz
Lh '6 � ll \utl wlll
8 2023
7
O��SpFFO(��o MAR2 BUI4I GDEPARTMENT- Electricallnspector, 49,(n ✓�-Gtcl`�
{� TOWN OF SOUTHOLD �° S
ems. <b &,gL0IX U Pt.
H TO��NOpS IownIHall Annex- 54375 Main Road - PO Box 1179
_ Southold, New York 11971-0959 I
rr Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a)southoldtownny gov — seand(a)southoldtownny.c-lov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: '3 2$ �.
Company Name: Owl Electric Inc.
Electrician's Name: Tyler Lademann
License No.: ME-60853 Elec. email:owlelectricinc@gmail.com
Elec. Phone No: 631-828-0995 1 request an email copy of Certificate of Compliance
Elec. Address.: 877 Alvahs Ln
JOB SITE INFORMATION (All Information Required)
Name:
Address: S \ Cnr�t`
Cross Street:
Phone No.:
Bldg.Permit#: 11 email:o, `e, CZrf-1,6AC Tax Map District: 1000 Section: Block: ti±
BRI F DESCRIPTI N OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Pis
Square Footage:Ile
3
Circle All That Apply:
Is job ready for inspection?: YES ZNO �Rough In Final
Do you need a Temp Certificate?: El YES 21NO Issued On
Temp Information: (All information required)
Service SizeD Ph❑3 Ph Size: A # Meters Old MetLr#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[]Overhead
# Underground Laterals 0 1 M2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION V/ZU /23 aZOL
re i o<t asz
T
PERMIT H Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW �J
Exhaust Oven W/D
Smokes DW Mini
Carbon Micro Generator
Combo Cooktop !Transfer
AC AH Hood Service
special: 1 Amps Have Used
=omments
E
:S\JfFa;3,r
4` BUILDING DEPARTMENT- Electrical Inspector
gUFF01K�o-�J p
Gy „ TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold New York 11971-0959
oy�� apt Telephone (631) 765-1802 - FAX (631) 765-9502
d�s rogerr(aDsoutholdtownny aov — seandasoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑1 request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name:
Address: ,S /f
Cross Street:
Phone No.:
Bldg.Permit#: 4�c1 j email:
Tax Map District`. 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO ❑Rough In Final
Do you need a Temp Certificate?: YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground ❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT 4 r Address:
Switches
Outlets I
G F I's
Surface
Sconces
H H's
UC Lts1
Fans { Fridge HW
Exhaust Oven W/D
Smokes DW Mini
Carbon Micro Generator
Combo I I Cooktop Transfer
AC ` AH Hood Service
Amps Have Used
Special:
Comments
NYSIF
New York State Insurance Fund PO Box 66699,Albany,NY 12206
nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
AAAAAA 264731679
EAST END CONSTRUCTION&
RENOVATION CORP "yo
4 DI TOMAS CT
COPIAGUE NY 11726 SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
EAST END CONSTRUCTION& TOWN OF SOUTHOLD
RENOVATION CORP 54375 ROUTE 25
4 DI TOMAS CT P.O BOX 1179
COPIAGUE NY 11726 SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
12373 130-0 982106 10/07/2022 TO 10/07/2023 3/15/2023
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 2373130-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:I/WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE
INSURED CORPORATION.
PRESIDENT
BEN BERKOWITZ
EAST END CONSTRUCTION'&
RENOVATION CORP-A 1 PERSON CORP
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STA�SUR�NCE FUND
((/(/*2
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER:552537183
U-26.3
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CERTIFIED TOr ` P
BARBARA KUNEN
SURVEY OF
LOTS 98 & 99
MAP NO. 2
The loostions of wells and oesepools shown hereon are from field 1�PECONIC SHORES"
observedws,and or from data obtained from others. FILED SEPTEMBER 15, 1930 FILE NO. 654 B '
The water Sapp/y and sewagge dspossf AT PECONIC
systems for this residence wXl conform
to the
Mef7ft$k11etCounly TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 - 67 - 04 - 14 & 15
Scale 1" Ir 20'
ELEVATIONS ARE REFERENCED TO ASSUMED DATUM. NOV. 1, 1990
.tune 24, 1997 I FOUNDATION 1
ANY ALTERATION OR ADDITION TO TMS SURVEY IS A VIOLATION fj I NE{y
\ OF SECTION 7209 OF THE NEW YORX STATE EOUCATmN LAW 4 t-•-- �F' s , 10
EXCEPT AS PER SECTION 7209-SL@DMSM 2.ALL CERWASmNs (' 1 SAP-, ' to O¢
HEREON ARE VAL®FOR INS MAP AND CONES THEREOF ONLY IF �4I�F J 2 T.199f 1° 4
Opf1 5E QJATUC RO ESA B ST PR�ESSEO SEAL OF r SURVEYOR I R�wa ,�, .S. LIC. NO. 49616
____ 11 ,. "
p� , tl.. NOTES • TAME M102 4JJ 0402AM)ANt DAINtOt NO IFCU.ATiON RlSTAV.lAT10N EMW CODES NOTE: , per^ n�1y �
PL"IN6 NOTES a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND ENMY CODE C*ftIANGE STATEMENT COMPONENT R CLADDING PRES.aURE ZONES P-501.2 1) N
a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. b. THESE DRAWING DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. A continuous air barrier shall be LOCAL ENERGY GORES. I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL Q'
b. PROVIDE SFiIT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. CONTRACTORS ARE SOLELY RE5PON51BLE FOR 511C.FI GOMPONEi1T5. General requirements installed In the building envelope.The Air ermeable Insulation shall not be used as a b. DESIGN IN COMPLIANCE H/2020 NY5 RESIDENTIAL CODE STATES THAT TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT, a a a 00 a a -vv I
9 aP THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE o
c. INSULATE ALL SUPPLY LINES. c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.o) exterior thermal envelopecontains a sealing material. CHAPTER II]ENERGY EFFICIENCY. o 0
c. PA551N6 RE5-CHECK PROVIDED. 2020 ENERGY CONSERVATION CONSTRUCTION GODS OF NEW PORK STATE INGLUDIN6 THE
d. PROVIDE FROST PROOF H05E BIBS A5 PER PLAN MINIMUM 2 PER NEW RESIDENCE. d. BUILDER TO CARRY WORKMANS COMP.INS. IN AMOl1NT5 A5 REQl11RED BY LAW continuous air barrier.Breaks or joints �I
In the ah boner shall be sealed, 2020 ECGGNYS RESIDENTIAL PROVISION INGLUDIN6 SECTION R502.1.1.1 THROUGH R502.1.1.4, 0
e. ALL FIXTURES TO BE AMl3RIGAN STANDARD,KOHLER OR APPROVED EQUAL, e. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR APTCi2 GA.B ISSUED. d. NII2.4.1.1 INSTALLATION 2 3 3
SECTIONS R402.1 R402.2, R4023.1 THROUGH R402.3.5, AND R402.4
FURNISHED 4 INSTALLED BY CONTRACTOR. f. OWNER TO HE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING 11iE COMPONENTS OF THE BUILDING THERMAL ENVELOPE A5 K�ao
•1E1 �
f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSE43LIE5 ARE TO gg DEPARTMENT. The air barrier in any dropped cell" •he elation in any dropped celling/soffit shall LISTED IN TABLE NI102.4.1.1 SHALL BE INSTALLED IN �p� 1►1� M1 y $0 M
g. WATER 4 DRAINAGE PLUMBING 15 TO BE INSTALLED IN ACCORDANCE W SECT. h. DRAWINGS ARE NOT TTo BE ENGINEER HAS NOT BEEN RETAINED
BY CONTRACT DISCREPANCION OR NCIES ON DRAWINGS ARE TO Geiling/atTION. t� elation and any gaps alignedor soffit shall be the a>r barrio be aligned with the air barrier.Kith the q D�CRITERIA LISTED IANCE NTH THE N TABN1102.4.1.1ACTURERS i1.TA5 TIONS I��f I�yW��I-���Ar��RNIW�AT�IV�rI� 7♦7I�/IAV'��WITH / I I I I I 4) vP2603.WOOD FRAME DRILLING 4 NOTCHING ARE TO BE IN ACCORDANCE W BE BROUGHT To ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSSTRUCTION. sealed.Access openings,drop down APPLICABLE THE METHOD OF CONSTRUCTION.WHERE LU7✓G OW �G BAS.L't-t�1/0RAM SPAS h Q
P26032.PIPE PROTECTION AGAINST PHYSICAL DAMAGE 4 CORROSION 15 To BE 15 1. THIS ENGINEER HAS BEEN RETAINED FOR WORK 5WHN ON THIS DRAWING ONLY.ENGINEER 15 NOT stairs or knee wall doors to REQUIRED BY THE BUILDING OFFICIAL,AN APPROVED THIRD 0 TO BE IN ACCORDANCE w/P26032.I 4 P26033.SEE P2603.4 4 P26035 FOR PIPES RESPONLSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. unconditioned attic spaces shall be PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY FOUNDATION HAL-5 THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BEOW 4Q � 2 (D 2 � sPIN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. J. DM16N IN COMPLIANCE W/2020 INTERNATIONAL RESIDENTIAL CODE,WFGM 2020 4 AISG/5EI sealed. COMPLIANCE. GRADE SHALL BE DAMPPROOFED FROM'THE HIGHER OF(A)THE TOP OF THE FOOTING OR(B)b ® 0h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A .,AEI-0 �V� r�� � INCHES(152 MMO BELOW THE TOP OF THE BA5tT1ENT FLOOR TO THE FINISHED GRADE.MASONIRY
SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PA551Nk5 THROUGH IT,IN FIKC/ bimm . y 1 G,iTION Cavities within corners and headers of frame A�'1.IGA LE GODC� t STANDARDSACCORDANCE w/P2603.4. The Junction of the foundation aid sill • 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 WAI_L5`SHALL HAVE NOT LESS THAN 3/8-INCH Ks MNU PORTLAND CEMENT PAPem APPLIED TO =a. IINLSTALL SMOKE 4 CARBON MONOXIDE DETECTORS A5 SHOWN ON PLAN wallsshall be insulated c letet fillin theI. PIPE PIPE 19 N ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 AFFLICT,EXGI3•'T b. SINGLE 4 MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL plate shall nd the to.of Junction of the cavlt with a material havin as thermal g ENERGY CONSERVATION GORE OF NEW YORK STATE THE HE FO L IN THE WALL.THE PAR61N1G SHALL BE DAMPPROOFED IN AGGORDANGE WITH ONELEAD PIPE IS NOT TO BE USED.PIPE MAT821ALT ARE TO COMPLY w/SECT.P2604. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS,IN top plate and the top of exterior walls y g 2018 WFMC OF TFE FOLLOWING' 0 1 reslstcmce of not less than R-3 per hch.J. WHE-RE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF AGGORDANGE W/R314 POKER SOURCE FOR SMOKE ALARM SYSTEM I5 TO COMPLY W/R314. Walls shal be sealed.Knee walls shall be Exterior thermal enval a Insulation for framed ±� �►1 �C 4 O 2 2 311"I
PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS c. AT LEAST ONE GAREION MONOXIDE ALARM 15 TO BE PROVIDED IN EACH DWELLING UNIT,IN THE sealed. op _-� li ICATION OF WORK •BITUMINOUS COATING. r l
PROVIDED,ONE WITHIN I FOOT OF THE GEILIN6 OF THE ROOM AND ONE WITHIN 1 FOOT walls shall be installed in substantial contact and •THREE POUNDS PER SQUARE YARD 0.65 KG/MZ1 OF ACRYLIC MODIFIED CEMENT. WAI I S GABLE ROOFS GABLE ROOFS HIP ROOFS 4)
IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE In continuous alignment with the air barrier. AS PER SECTION 601 OF THE 2020 EXISTING BUILDING CODE OF -10) ,
OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR SIZE OF VENTS ALARM 15 To COMPLY W/UL 2034 AND UL 211, AND IS TO BE INSTALLED AND MAINTAINED IN Ignme NY5 THE SCOPE OF THIS PROJECT 15 CLASSIFIED A5: -EIGHTH-INCH(32 N1N1)GOAT OF SURFACE-HANDING CEMENT COMPLYING WITH ASTM GBBl. (G 5 (-► i B�45) (`7• S G t_27')
TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. AGGORDANGE W MANUFACTURER'S INSTRUCTIONS •ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R4062. 0
5I'i'E NOTM d. EXTERIOR WALLS 4 INTERIOR LOAD BEARING WALL5 TO HAVE FIREBLOCKIN& Windows,skylights and The sppaace between framing and •OTHER APPROVED METHODS OR MATERIALS. 1�1
�� skylights,and the Jambs ofwindows and -,E1,0., EO,IPH ,- - -- -- _, -..,,., =8d NAILS a b'o% T 9 0 e a
a. PITCH GRADE AWAY FROM BUILDING, doors,shall be sealed.
b. PROVIDE DRY WELLS AS REQUIRED.
ELECTRICAL NOTES +r+ s-t - .ER';�E CIE s, FI RENEDIATION NOTES
c. ALL TREE-5 WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. a. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL GODS AND LOCAL UTILITY CO. Rim joists Rim joists shall Include the air barrier. Rim joists shall be Insulated. "��' =IOd NAILS e b o1c h h h sIto �
d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION b. ON NEW WORK BASE BID ON 200 AMP SERVICE. LEVEL 2 ALTERATIONS INCLUDE THE RECONF16LRA11ON OF I. DOUBLE LAYERS OF POI-YETHYLENE SHOULD BE USED TO GREATS A BARRIER BETWEEN
SHALL BE REPLACED AS REQUIRED, c. ALL WIRING TO BE MIN.14 AW 1 SPADE,THE ADDITION OR ELIMINATION OF ANY DOOR OR THE MOLDY AREA AND OTHER PARTS OF THE BUILDINI6.INSTALL APPROPRIATE AND FULL =IOd NAILS a T o% (9 S 1°) (1.5 A<_45°) (7°<_A<_21•)
Floors hcludl The air barrier shall be Installed at Floor framing cavity hsulatton shall be Installed COMPLETE CONTAINMENT AROUND THE WORK AREAS,TYPICALLY USING,6-MIL F GONSTRl1GTION ADHESIVE
e. ALL CURBS,51DCYNAl.KS,M.DAMAGED SHALL(3E REPLACED. d. CONVENIENCE OUTLETS TO BE 18'A.F.F.,UNLESS NOTED OTHERWISE. n9 WINDOW,THE RL-GONFI6l1RATION OR EXTENSION OF ANY SYSTEM,
�v� �1 �1 cantilevaredfloors exposed edge of Insulation. to maintain permanent contact with the underside POLYETHYLENE SHEETING TO SEPARATE THE MOLD ABATEMENT WORK AREA FROM OTHER (NOTE a=4'-O"IN ALL CASH)
ILJwAVA 1 1� NO TM L7 e. PROVIDE AL CND FAULT INTERRUPTERoPROVIDE
HOOKUPS
S PER GODS. , xP 9 OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. :
f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING 5Y5Ti=T15. and floors of subFloor decking.Alternatively,floor framing UNCONTAMINATED OR OGGUPIED AREAS OF THE BUILDING,WITH ACCESS TO A WINDOW OR
g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUIL IPM STRUCTURAL-COMPONENTS MUST abovega•ages. cavitylnsulotion shall be In contact with the top DOOR INCLUDED IN THE CONTAINMENT FOR EXHAUSTING AIR SCRUBBERS. A DOUBLE NOTE: ALL MEOHANIOAL 60NNEGTORS SOYVN IN DETAILS ARE MAM PACTURED
a. EXCAVATION GONTRAGTOR TO EXCAVATE TRUE TO LIMES AND GRADES DOWN TO CONflPL.Y Y4/SECT E3402 side of sheathing or continuous Irsulatlon BARRIER IS RECOMMENDED,IN WHICH THE CONTAMINATED INNER LAYER CAN BE REMOVED
SPECIFIED LEVELS. h. PROVIDE MAINTENANCE CLEARANCE AROUND GIRGUIT BOX,BOILER,ETC.SEE SECT.EM05. Installed on the underside of floor fromingr and AFTER GLEANING BUT BEFORE CLEARANCE APPROVALS. BY L S 'v W TvM - OR APPROVM EMALf V"� NO 1 IM
b. ALL TOP SOIL To BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD 1. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. extending from the bottom to the top of all STAIR REWIM43M 2. A DECONTAMINATION CHAMBER OR AIRLOCK SHOULD BE CONSTRUCTED FOR ENTRY INTO
MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED perimeter floor frcml members.
MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. Pe n9 AND EXIT FROM THE 14OVE ONT AREA.AN AIR-LACK TYPE VESTIBULE IS RECOMMENDED
THE RISER HEIGHT SHALL BE NOT MORE THAN&1/4 FOR WORKERS O REMOVE CONTAMINATED PROTECTIVE GEAR AND DOABLE BAGGED
c. BACK FILL SHALL BE PLACED IN 12"LIFTS 4 COMPACTED TO 95AS OF MODIFIED a
PROCTOR�ylTM• Gravel space walls Exposed earth In unvented crawl Drawl space Insulation,where provided Instead DEBRIS FOR PROPER DISPOSAL. • :
NAILING 5Ch4 DULE,Table Table 602.3(I 2020 NYSRG INCHES(2Oq MMU.THE RISER SHALL BE MEASURED 4e
spaces shall be covered with a Glass I of floor insulation,shall be permmently 3. THIS ENTRYWAYS TO THE AIRLOCK FROM THE OUTSIDE AND FROM THE AIRLOCK TO THE .��..,
vapor retarder with overlapping joints attached to the walls. VERTICALLY BETWEEN LEADING EDGES OF THE MAIN CONTAINMENT AREA SHOULD CONSIST OF A SLIT ENTRY WITH COVERING FLAPS ON � '. .p� taped. ADJACENT TREADS.THE GREATEST RISER HHEI6HT
REI THE ourslDE SURFACE OF EACH SLIT ENTRY. : �-
Note This schedule does not Include nailing for metal framing straps(see section WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE J. i F-T-
a. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INietNEDIATE fors aid requirements section for en from requirements). 4. THE GHANIBER SHOULD!3E LARGE EMOU6FH TO HIOID A WASTE CONTAINER ANID ALLOW A APPROVED AS NO D N
GRADE NEW BILLET STEEL CONFORMING To ASTM A 615 GRADE 60 HAVING A DESIGN re9 rough°P 4 SMALLEST BY MORE THAN 3/8 INCH(q5 MNU.RISERS PERSON TO PUT ON AND REMOVE PPE. `
All nailing Is a general specification It applies unless otherwise rested. SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE 5. ALL CONTAMINATED PPE,EXCEPT RESPIRATORS SHOULD BE PLACED IN A SEALED BA6 OCCUPANCY OR S.' z
STRENGTH OF bOp00 P51. Shafts,penetrations Duct shafts,utility penetrations,and OF THE NI051Nk5 OF THE TREAD ABOVE AT AN ANGLE WHILE IN THIS CHAMBER �' #
b. TYPICAL COVER FOR ALL REINFORGIN6 BARS BE THREE(3)INCHES FOR BARS flue shafts openingto exterior or '
PLACED AGAINST EARTH AND 2'FOR BARS PLACED AGAINST FORMS UNLESS NOT MORE THAN 30 DEGREES(OSI FAD)FROM THE b. CONTAINMENTS SHOULD BE PLACED UNDER NEGATIVE PRESSURE RELATIVE TO THE REST OF Ce.,
SE_ unconditioned space shall be sealed. VERTICAL.AT OPEN RI5ER5,OPENINGS LOCATED MORE THE BUILDING USING AIR FILTRATION DEVICES SUCH AS AN AIR SCRUBBER EQUIPPED WITH DATES o? - B.P. ✓✓ i" tat
IX
c. OTHERWIRS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES Joint Description No. of Nails Nail Spacing THAN 3o INCHES(162 MMU,AS MEASURED VERTICALLY, HIGH-EFFICIENCY PARTICULATE AIR(HEPA)FILTERS.THE AIR SHOULD BE DISCHARGED USE IS UNLAWFUL O
TO BE FORTY(40)BAR DIAMETERS MIN. Batts to be installed In narrow cavities shall be TO THE FLOOR OR GRADE BELOW SHALL NOT PERMIT OUTSIDE THE CONTAINMENT TO THE OUTDOOR ATMOSPHERE.GLEAN HEPA AIR SCRUBBERS FEI`� �•� BY: O
d. WELDED WIRE FABRIC(W^F)TO BE 6"x 6'SPACES,#10 x#10 GAUGE WHICH SHALL Narrow cavities cut to fltor narrow cavities shall be filled with THE PASSAGE OF A 4-INCH-DIAMETER 002 MMU SHOULD BE USED DURING ALL REMEDIATION WORK AND FOR 48-'12 HOURS AFTER THE NOTIFY BUILDING DEPARTMENT WITHOUT CERTIFICATE
CONSIST OF COLD DRAWN MET7BBZ5 HAVING AN ULTIMATE STRENGTH NOT LES5 THAN ROOF t CEILING FRAMING Insulation that oninstallotlon readily conforms to SPHERE. WORK 15 COMPLETE•
10,000 PSI.WHF TO BE PLACED AS SHOWN ON THE PLAN. . .. the available cavityspace. 'THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHE5 '1. AIR HANDLING SYSTEMS MUST BE 150LATED FROM THE WORK AREA. THI5 15 THE DUCT AND 631-765-1802 8AM TO 4PM FOR THE .` I
e. ALL REINFORCING TO BE 5EGURELY FASTENED TO RESIST MOVEMENT DURING (229 MMU.THE TREAD DEPTH SHALL BE NEASURED FURNACE SYSTEM. PROTECT ALL 5UPPLY AND RETURN DUCTWORK FROM THE REMEDIATION OF OCCUPANC�� n m
CONCRETE PLACEMENT Rafter to Top Plate (Toe-Nall) (3) I Od Common Per Rafter HORIZONTALLY BETWEEN THE VERTICAL PLANES OF AND FOLLOW-UP CONSTRUCTION DEBRIS. FOLLOWING INSPECTIONS:
It. YELDED WIRE FABRIC,OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY Ceiling Jol5t to Top Plate (Toe-Nail) (3) 8d Common Per Joist Garage separation Air sealing shall be provided between THE FOREMOST PROJECTION OF ADJACENT TREADS 8. PROTECT UNCONTAMINATED SPACES DURING REMOVAL OF DEBRIS AS AGREED To BY THE 1. FOUNDATION-TWO REQUIRED
REINFORCING BAR&RID. the garage and conditioned spaces. AND AT A RIGHT ANGLE TO THE TREADS LEADING OWNER
Ceiling Joist laps over Partition (Face-Nail) (3) 1 Gd Common Each Lap EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT 'i. REMOVE MOLD-CONTAMINATED GYPSUM POLLI30ARD IN LARGE PIECES TO MINIMIZE FOR POURED CONCRETE
GOWRETE Ceilm Joist to Parallel Rafter (Face-Nail) Table R802.5.2 Each La OF STAIRS SHALL NOT EXCEED THE SMALLEST BY AEROSOLIZING MOLD SPORES.
g p Recessed light fixtures Installed In the Recessed light Futures Installed In the building MORE THAN 5/5 INCH(015 MM). 10. ALL DEBRI5 TO BE SEALED IN DOUBLED 6-MIL POLYETHYLENE BA65 OR WRAPPED IN 2. ROUGH-FRAMING&PLUMBING
a. ALL CONCRETE To BE f 'c = e,0 2 P51 a 28 DAYS UNl E56 OTHERWISE NOTED. Recessed lighting building thermalenvel shall be thermalenvol shall be airtight and IC,rated.
-GONG.5TL3'S TO BE 3500 f'c e 28 DAYS Collar Tic to Rafter(Face-Had) (3) 106 Common Each End n� ° °Pe � •THE HEADROOM IN STAIRWAYS SHALL BE NOT LC-55 SEALED POLYETHYLENE SHEETING,WHILE IN THE CONTAINMENT.BA6 BEFORE REMOVAL 3. INSULATION
b. ALL EXP05ED CONCRETE TO BE AIR ENTRAINED. seals to the finishedsurface. THAN 6 FEET 8 INCHES(2052 MM)MEASURED FROM CONTAMINATED AREAS AND REMOVED THE MOST EFFICIENT WAY POSSIBLE.NO
c. SOIL VALUE ASSUMED AT--I TON PER SO.PT.AT DEPTHS NOTED.SOIL CONDITIONS Blocking to Rafter (Toe-Nall) (3)8d Common Each End VERTICALLY FROM THE SLOPED LINE ADJOINING THE MATERIAL.SHOULD BE RECYCLED. 1 4. FINAL-CONSTRUCTION MUST
To BE VERIFIED PRIOR To CONSTRUCTION.WATER FRONT OR PROPERTIES IN GL05E Rim Board to Rafter(End-Nail) (2) 1 Gd Common Each End Plumbingand wh In exterior walls,butt Insulation shall be out TREAD NOSING OR FROM THE FLOOR SURFACE OF THE BE COMPLETE FOR C.O. COMPLY' &
PROXIMITY TO BEACH,CANAL, WATER,ETC.TO PROVIDE THIS OFFICE WITH TESTneatly to fit around wlrl:g and plumbing or LANDpd6 OR PLATFORM ON THAT PORTION OF THE
� W1�N ALL CODES OF HOLE DATA BY LICENSED OR CERTIFIED SOIL II- H L.G. Insulation that on Installo ion,readily conforms STAIRWAY. ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & T
a. BOTTOM of FxrewoR FOOTINGS TO BE 3'-O■MINIMUM BL7Aw GRADE. WALL FRAMING to available space,shall extend behind piping REQUIREMENTS OF CODES OF NEW OWN CODES
e. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. and whing. AS REQUIR a
f. STEP FOOTINGS DOWN A5 REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE D AND'CONDITIONS OF
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. Top Plate to Top Plate (Face Nail) I Gd 24"O.G. Per Foot The air barrier installed at exterior Exterior walls ad scent to showers and tubs TRM 5006E REQ IF ENSR� WOOD ON PITONS YORK STATE. NOT RESPONSIBLE FOR
g WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. 5howerRub on walls adjacent to showers and tubs shall shall be Insulated.
h. CURE AND SEAL ALL SLA55 ON GRADE WITH 2 GOATS HORN CLEAR SEAL OR EQUAL. Top Plates at Intersections (Face-Nail) (2) I Gd Common Each End exterior wall separate the wall from the shower or THE CONSTRUCTION TYPE DESIGNATION DESIGN OR CONSTRUCTION ERRORS a
1. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRAGIN6 FOR ALL WALL5 AS SOIJTHOLD TOt"."V ZBA Z
REQUIRED To RESIST WIND AND CONSTRUCTION LOADS. stud to Stud (face-Nail) I Gd I G"O.C. Each End tub. SHALL BE "I", "11", "III", "IV", OR "�/" TO O
J. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS The air barrier shall be installed behind ' ,., "" 'abTOi�'PIAN""^'^ f V
ON GRADE,AT 20'-O'MAXIMUM IN BOTH DIRECTIONS. Header t0 Header(Face-Nall) I Gd Common G" o.c. along edges Electrical/phone box INDICATES THE GONSTRUGTION Iy�„J ,,PD
k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC,PLUMBING . - - on exterior walls electrical andcommunicatton boxes. CILA551FIGATION OF THE STRUCTURE ' fV T�
Alternatively,air-sealed boxes shollbe Additional - SOUTHOLD Towl',TRUSTEES
MECHANICAL,ETC.COORDINATE NTH one CONTRACTORS,DRAWINGS,AGENCIES, Installed. UNDER SECTION 602 OF THE BGNY5
I. CONCRETE FOUNDATION WALLS TO BE GATT MONOLITHIC.NO HORIZONTAL JOINTS Top of Bottom Plate toETC. '5tud (End-Nail) (2) 1 Gd Common Per Stud Certification N.Y.S.DEC
SHALL BE PLACED IN WALLS. HVAG supply and return register boots '
m. ALL EXPOSED CONCRETE SLABS TO RECEIVE EN61NEERIRAL FINISH AND Bottom Plate to Floor Joi5t,.Band Joist, I Gd Common G" o.c. along edges HVAC register boots that pane atabunding thermal envelope REFLECTIVE 1VIay Be Required. 1
SCORING A5 PER PLANS AND SPECIFICATIONS. End Jo51t or Blocking (Ertl-Nail) shall be sealed to the subi'loor,all WHITE
n. NO GONGRETE OR MASONRY SHALL BE PlRFORMEV IN TEMPERATURES 40 DEGREES covering or ceiling penetrated by the I-Q
F.OR LESS. NO CONCRETE SHALL BE GATT ON FROZEN 5URFAGES. boot. Z �
o. No ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER Double Top Plate Splice (Face Naile) (8)1 Gd Each Side of 5phce REFLECTIVE RED O �
p. ALL FOOTINGS TO BE 8'OR 6'PROJECTION ON EACH SIDE OF FOUNDATION WALL Where required to be sealed, '• -
MIN.W#4 RE5AR5 CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLAM). FLOOR FRAMING concealed fire sprinklers shall only be PANTONE #15-i I. -
q. PROVIDE MINIMUM 2■x4•KEY BETWEEN FOOTINGS AND FOUNDATION WILL Fire ft,"" a Mom.-_ _ _
, ■ sealed In a manner that Is p rat10II �, ,�3
r. CRAWL SPADE VENTS,IN AGGORDANGE w/R408 ARE TO BE LOCATED WITHIN 3-O Concealed sprinklers recommended by the manufacturer. DESIGNATION FOR STRUCTURAL • . +e
OF EACH CORNER OF THE BUILDING. Joist to Sill To Plate or Girder Face-Nail
s. ALL FOUNDATION WALLS AT BAEtEt, TS TO RECEIVE BITUMINOUS WATERPROOFING. p ( ) (3) 8d Common Per Joist Caulking or be adhesive sealants COMPONENTS THAT ARE OF �'equired aS per LU 0 0�
Bridging to Joist (Toe-Nail) (2) 8d Common Each End shall not be used to fill voids betweenLU
(�� fire sprinkler cover plates and walls or TRU55 TYPE GON5TRUCTION S Code O J z0 ,+
a. ALL WOOD SILLS,BLOCKING,NAILER5,ETC.IN CONTACT WITH MASONRY,CONCRETE OR Blocking to Joist (Toe-Nail) (2) Sd Common Each End ceilings. �� f W O
SOIL TO 13E ACQ"EATED). Blocking to 5111 or Top Plate (Toe-Nad) (3) 1 Gd Common Each Block F FLOOR FRAMING, INGLUDIN6 O K IV r-
b. PROVIDE ALUM.TERMITE SHIELD 4 SILL SEALER AROUND ENTIRE PERIMETER, GIRDERS AND BEAMS O) W � ►+- o
c. ALL NAILS,BOLTS,JOISTS HANGERS 4 FRAMING CONNECTORS TO BE HOT-DIPPED Ledger Strip to Beam (Face-Nail) (3) 1 Gd Common Each Joist ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS 'V2"
GALVANIZED. Joist to Led er to Beam (Toe-Nail) (3) 8d Common Per Joist A5 PER 2020 NY5 RESIDENTIAL CODE TABLE R301.-1 STROKE "R" ROOF FRAMING Z 1Ll O
a. ALL JOISTS,RAFTERS,HEADERS 4 GIRDERS SHALL BE DouG FIR fb 850 P51 MIN. g TABLE A3.4 tPLIFTSTRAP C40WTION W:111�tl'5 6" DIAMETER "FR" FLOOR AND ROOF FRAMING D Lu� 00
STUDS TO HI MIN.HEM FIR flo/2 8O P51. Band Joist to Jol5t(End-Nail) (3) 1 Gd Common Per Joist (PDOFTO-WALL,WNL704ML,ANDKL--TO+MOATION) _7L L
e. ALL SHEATHING SHALL BE I/2"DOUGlAS FIR E�CTERIOR GRADE PLYWOOD,NAILED 6d STRUCTURAL MEMBER
o b'O.C.2 INTERIOR 4 INTERMEDIATE BLACKING POINTS.COVERED WITH 15 LB. Band Joist to Sill or Top Plate (Toe-Nail) (2) I Gd Common Per Foot (t'RESGRIPFiVE ALT13iNATIVE TO 7At3lf 3.4) TRUST•SIGN NOTE: INSTALL TRUSS SIGN AT LOCATION OF IWOMIN6 ELECTRIC SERVICE. �_ l W CL O
BUILDING PAPER OR GE arEX INFILTRATION BARRIER PROPERLY TAPED 4 SEALED. RAFTERS HAVING SLOPES GREATER THAN FASTEST MILE MWSPEW(MEP) CONTRACTOR TO FURNISH AND INSTALL PROFESSIONALLY.FABRICATE A5 DETAILED IN DWG. -., Q
f. ALL Sue FLOORS To BE 514'PLYWOOD NAILED WITH TWIST NAILS o 6'O.G. 5:12 WITHFINISHED CEILING NOT ATTACHED L/180 115 120 150 140 Z 0
g ALL WALL CORNERS TO BE MIN.3 STUDS NAILED 16d-12'O.G. Wood Structural panels, subfloor, roof and interior wall sheathing to framing � F_ ll
Fr. HEADERS,TRIMMERS 4 JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN TO RAFTERS FRAMING ROOF Nl O O aF O'GOHRION NAILS IN EA �-j
JOISTS UNDER PARTITIONS. BLACK SiUD WALLS o 1/2 STORY HEIGHTS 4 AT and particleboard wall sheathing to framing. See Table RG02.3(3) for wood SPACING SPAN END 1 v4•x 20 STRAP"" ` Q PO4,
UNSUPPORTL�t�OF PLYWOOD INTERIOR WALLS AND PARTITIONS H/180
1. ALL GAP PLATES TO BE DOUBLED 4 NAILED WITH 16d o 12■OG LAP GAP PLATES AT structural panel exterior sheathing to wall framing FLOORS L/360 16 2 2 2 2 z O
CORNER Q
J. HEADERS OVER DOORS AND WINDOWS UP TO 3'-O'NUDE TO BE(2)2x6 FOR OPENINGS I2 26 2 2 5 5
W-O'TO 5'-O'USE(2)2x8,UNLESS OTHERWISE NOTED. Edges Intermediate 6EILIN65 WITH BRITTLE FIN15HE5 (INGLUDIN6 52 2 2 5 4 B - BOILER Z <
k FOR HE4DER5 OVER 5'-0'LONG USE DOUBLE JACK STUDS. PLASTER AND 5TUGC0) LA360 12 2 2 z 4 BD - BOARD O1.
1. MIN.BEARING FOR JOISTS,BEAMS 4 STUDS TO BE 3 1/2'. 1 Gd Common 16 2 2 5 5
m. PROVIDE SOLID BRIDGING MAX.8'-O"O.G.IN ALL FLOOR CONSTRUCTION. 3/8"_ I/2" G" O.0 12" o.c 16 24 2 2 5 4 GL - CLOSET F
n. PROVIDE COLLAR BEAMS AT RAFTERS A5 MR STATE 4 LOCAL CODES.06'o1c,o GEILIN65 WITH FLEXIBLE FINISHES (INGLUDIN6 26 5 5 4 4 GB - GEILING BEAM a
4'-5"ABOVE ATTIC FLOOR)oR1�rRD WAY DOWN FROM RIDGE 8d Common L/240 52 5 5 5
o. ROOF FRAMING IS DESIGNED IN ACCORDANCE W THE PROVISIONS OF CH3 OF THE 10/32"- 1" 8d Common G" o.c 1 2" o.c GYPSUMBOARD)
GOMBI - COMBINATION BOILER
2020 WLF.c.M• 16 2 2 9 4 CT - COLLAR TIE
p. PARAI LAM,MICROLI.AM OR WOOD STRUCTURAL._MEMBERS TO BE AS MANUFACTURED ALL OTHER 5TRUGTURAL. MEMBERS L/240 20 5 4
BY TJI CORP.OR APPROVED EQUAL. I I/8"- 1 1/4" I Od 8d Common G" o.c 12" o.c w2 9
24 4 5 GM - CARBON MONOXIDE DETECTOR o
q. MATERIAL FOR STRUCTIIRA L MEMBERS 15 TO BE IDENTIFIED IN AGGORDANGE w/R502.1
MATERIAL FOR LOAD BR6.STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN EXTERIOR WALLS,WIND LOADS WITH 52 6 4 6 D - DRYER
ACCORDANCE W R602.1. PLASTER OR STUCCO FINISH H/360 2 DW - DISH WASHER
r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS Other wall sheathing I6 5 3 4 4
OF THE LIMITATIONS SPECIFIED IN FIG.R502A CUTS,NOTCHES,AND HOLES BORED IN 20 5 3 4 5 DN - DOWN
E1461NEERED WOOD PRODUCTS ARE NOT PERMITTED UNLE55 THE EFFECTS OF 5UGH „ 1 1/2" Galy „ EXTERIOR WALLS,WIND LOADS WITH OTHER 24 26 4 4 s b FJ - FLOOR JOIST
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DM16N OF THE MEMBER,IN 1/2"Structural Cellu5lc Fiberboard 5heathmg 3 o.c G o.0 BRITTLE FINISHES H/240 52 4 5 6 T rr
ACCORDANCE W R502.82.STUD DRILLING 4 NorGHING ARE ALSO To COMPLY w/ Roof ng Nail FNDT - FOUNDATION /� ` 9 i
L "iGRIPfIVE LDBIS AI8 9Afi®al KfilPrlOtG O"TAELE 9.4. W /
R6o2.6.(SEE DETAIL 1 3/4" Galv a vai1IV1F WC4WCI011P6rrX605AfflMAROOFANoa9M FR - FIRE RATED
s. IN AGGORDANGE w/SECTION R3I2.13,REQUIRED GUARDS FOR HANDRAILS ARE TO 25/32"Structural Ccllu5lc Fiberboard 5heathmg 3 o.c G o.c EXTERIOR WALLS WIND LOADS WITH AfiF@H.Y061 LWOF4P5FNOXBPT-4PZ.FAalM \W
RAVE 6AFP5 THAT Do NOT ALLOW PASSAGE of A 4•m SPHERE Raofing Nail FLEXIBLE FINISHES H/120 �r AROKY,ME����T� ,� HR - HOUR
t. STAIR TREADS SHALL BE LI'4'THICK CLEAR OAK,UNLESS NOTED. IMLATEWAIM01"NO W HW - WATER HEATER
u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHFItwISE NOTED. 1/2" Gypsum Wallboard 1 1/4 Screws 7" o.c 7" o.c NINIMMAMM566RAOEW SUM SMW '
Y. WALL 4 CEILING FIN15HES ARE TO HAVE A FLAME SPREAD CLA551FIGATION NOT 4 PM4WIt:PIIERINJPrGa�4'L11d OEAFOOF9PA MKTOTIIM lE LAV - LAVATORY
GREATER THAN 20o IN AGGORDANIGE w/R302.9.4,4 A SMOKE DEVELOPED 1MDE)t LINTELS SUPPORTING MASONRY VENEER .PCKRWM:UWKIW4V,K *'ULel�MWAMlWOo "
NOT GREATER THAN 450,IN AGGORDANIGE w/R302A.4.TESTING METHODS MUST 5/8" Gypsum Wallboard 1 5/8 5crew5 7" o.c 7" o.c WALLS L/600 lEli6TNAlOTIE MLK9PAK MIN - MINIMUN
COMPLY W R302.91.5 OG - ON CENTER
w. ALL CLOSET SHELVES TO BE CLEAR PINE UNLE55 OTHERWISE NOTED. R - RANGE G
x. PROVIDE I •WOOD CLOTHES ROD IN ALL CLOSETS. Wood structural anels combinatlon subfloor
y. CERAMIC TILE SURFACES 4 INSTALLATION ARE TO COMPLY w/R102.4,OTHER p MINIMUM UNIFORMLY D15TRIBJTED LIVE LOADS REF - REFRIGERATOR I �P
FINISHES TO COMPLY W R702.5,4 R102.6. MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER
Z. ANY cHANOM TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE (IN POUNDS PER SQUARE FOOT) TABLE R3015 RR - ROOF RAFTER
ENGINEER BEFORE CHANGES ARE MADE To THE STRUC717M ON SITE. 3/4 or Less Gd Common G o.c 1 2 o.c SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.6 USE I 55P - STRUCTURAL STEEL POST �(,-� �
ROOFING SIDING NOTES 7/8" - I" 8d Common G" o.c 12" o.c TRIBUTARY LOADED AREA UNINHABITABLE ATTI05 WITHOUT 10 SO - SMOKE DETECTOR A3. % 0 5
INSQUARE FEET FOR 5TORAGE VAC, - VACUUM
a. ROOF GOVERING MATERIALS ARE TO COMPLY w/SECTIONS R402,R9o4,4 R0105 AND ROOF SLOPE ANYSTRUCTIJRAL MEMBER UNINHABITABLE ARE TO BE IDENTIFIED IN AGGORDANCE W R904.4.ROOF DRAINS ARE TO BE 1 115" - 1 1/4" 1 Od Common G" o.c 1 2" o.c O TD 200 20 TO O R 00 LIMITED STORAGE GS T 20 VIF - VERIFY IN FIELD
INSTALLED IN ACCORDANCE W R9O3.4.DRAWINGS AND DETAILS TO 13E SUBMITTED. W - WASHING MACHINE
b. ASPHALT SHINGLE UNDER-LAYMENT 15 TO COMPLY w/SECTION RPIO52.3.5ELF SEAL b00
STRIPS AID PA57ENERS ARE TO COMPLY w/R405.2.4 4 RC10525.DETAILS OF For wood structural panel roof sheathing attached to gable end roof framing and to FLAT OR RISE LESS THAN 20 Ib 12 SERVED WITH FIXED STAIRS WG - WATER CLOSET ,�
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES j
OF 4n2, DOABLE UNDER-LAYMENS IS RF 2D.IN ACCORDANCE w/R4052.1.THE READ Intermediate supports within 48 Inches of roof edges and ridges, nails shall be spaced 4 INCHES PER FOOT(1:3) BALGONIE5 RIO AND WP - WOOD P05T � .i
UNDER-LAYMENT 15 TO CONFORM w/A5TMD226,D MCI,D4864,AND VVIVII,AND IF at Glnche5 on center where the ultimate design wind speed I5 1e55 than 1 30 mph and DECKS ♦ - EGRESS WINDOW Q 3, Q*
APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/rABLE ReTO5.1.1(I) " Z�
shall be s aced 4 Ince5 on center where the ultimate de51 n wind s eed 15 1 30 mph or RISE 4 INCHES PER FOOT FIRE SCOPES
c. FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF p 9 p p Ib 14 12 !�
UNDER-LAYNENT CEMENTED T06ETHM OR A SELF ADHESIVE POLYMER MODIFIED greater but less than 140 mph 0:5) TO LESS THAN 12 200 W - PROPOSED M
BITUMEN SHEET,IS TO BE USED 4 15 TO EXTEND FROM THE FAVE'S EDGE To 24'MIN INCHES PER FOOT(I:U - N 50 04
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN AGGORDANGE w/Rg052.1.4 PASSENGER VEHICLE GARAGES � EGRESS WELL 0 . O
R9os.l2. RISE 12 INCHES PER 12 12 12 ROD 5 OT R TH 5 EP G N� N
d. FLASHING MATERIALS ARE TO BE GORR0510N-RE5I5TANT AND INSTALLED IN IGN ' O A� 2=
AGGORDAF�E w/R703JD,R9032,! R9052.8. Wf'WJ - �VfA�/ FOOT(I:I)AND GREATER �'(� � � lfj
e. HOUSE HRAP MATERIAL OR BUILDING FELT 4 ITS INSTALLATION ARE TO COMPLY W/ SLEEPING ROOMS 30 �� S a r-
R7032 DESI6N L.OA 25 ARE IN COMPLIANCE w/SECTIONS R3o1.3,R301.4 4 3015 9 � lr / s
f. WEATHER RESISTANT SIDIN6 ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ ROOF LOADS= ALLOWABLE DEfLEGTIONS COMPLY W/SECTION R301b STAIRS O O Sj`=� �\ �
�t��R10332. SNOW LOAD 25 PSF-TABLE FW1.2(5)2020 NYSRBG /��/ _'O O
II�ULATION LTV I LG.7 FLAT RIAD NSE t 4' FOOT 20 PSF PSF TABLE R�o16 NrSRBGr s d�� �c�i
a. ALL EXTERIOR WALLS,ROOF 4 FLOORS OVER UNCONDITIONED SPACES SHALL BE RISE 4"PER FOOT 0)TO LE55 J7
INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM THAN 12 INCHES PER FOOT(III) I6 P5F CLIMATE DATA c4 LiI Li_ N
SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER RISE 12'PER FOOT(I:Q AND 6REATER-12 P5F GROUND I 6 SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN n 'Cr j% �9 � J
b. ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND CEILING AROUND ATTIC LOADS, SNOW D TOPO. SPECIAL WIND-BOME DESIGN WEATHERI F R05T LINE TERMITE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL �c3'
ALL BATHROOMS AND MECHANICAL L ROOMS. STORAGE 20 PSF-TABLE 41 ASGE(PAGE 13) LOAD EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP `�Ilk I m }
c. PROVIDE PERIMETER SHOWN
ON SECTIONS.
NS PER GORE AT All FOUNDATION WALLS. NON STORAGE 10 PSF-TABLE 41 ASCE(PAGE 15) O 00
d. R-VALUES ARE SHOWN ON SEGTIOMS. FLOOR LOADS: - `�
20 PSF l30 NO NO WIND ZONE 1 $ SEVERE 3 FEET MOD TO G YES YES I OR 51 DEG
e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE LIVE LOAD 40 PSF o j Z 0 0
OF INS.IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. DEAD LOAD IO PSP-TABLE 4I A56E(PAGE:13) MPH HEAVY g05.12 LE55 F / � � Y
f. INSULATION MATERIAL 15 TO COMPLY W SECTION R302.I0 AND 15 TO HAVE A FLAME WALL LOADS: n �J
SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED WIND DEAD
LOAD
15 F `�3` •U (, III Ir
450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL-123.ALL EXPOSED INSULATION AND Ir STRATION REQUI ITS BY COMPONENT
INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 FROM F16VRE 6-Ic A5GE(PAGE 40) SCALE:
WATT/GM.TESTING TO BE CARRIED OUT A5 PER ASTM E910 STD.EXTERIOR FROM F16URE R3012(4)2020 NITS RESIDENTIAL CODE CLIMATE FENESTRATION SKYLIGHT GE FACTOR
U WOOD WALL MASS WALL -VAILU BASEMENT SLAB RAWL SPACE
INSULATING FINISH SYSTEM To COMPLY w/R703A• UPLIFT, WIND EXPOSURE 5'GA1E60RY ZONE U fAGTOR U-FACTOR FACTOR FRAME R- R-VALUE R-VALUE R-VALUE: R-VALUE 4 R-VALUE AS LA
WINDOW AND UOOI?NOTES FROM AF 4 PA WOOD FRAME CONSTRUCTION MANUAL VALUE DEPTH
SEISMIC LOAD: CATEGORY G 4 0.55 0.60 38 13 5/106 la 10/13C 10, 2FT 10/13G
a. ALL WINDOWS AND SLIDING&LA55 DOOR5 TO M VINYL GLAD WOOD WITH , ` ,
INSULATED GLASS,SCREENS 4 L.OGKS A5 MANUFACTURED BY ANDERSEN OR FROM FIGURE R3012(2)2020 NY5 RESIDENTIAL GODS .
APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNL-55 Chit , 4 f WISRAM DE516N CRITERIA ��' J�5 scNtyq�,
OTHERWISE NOTED. O
b. ALL EXTERIOR DOORS TO BE INSULATED METAL,AT MANUFACTURED BY MODERATE * v 1 *
BENCHMARK,5TANLEY OR EQUAL.512ES AND TYPE`' AS INDICATED ON PLANS. TERMITE: MODERATE
FULLY WEATHER-5TRIPPED,LOOKS.UNLESS OTHERWISE NOTED. FROST LINE DEPTH: 36 INGH45 1- r-
c. ALL INTERIOR DooRS To BE I% THICK,HOLLOW GORE,FLUSH BIRCH,U.O.N.ALL WINTER DE51GN TEMP.:-rf, NJ C�
DOOR JAM5 AND BUCKS TO BE CLEAR PINE. IGE 5HIELD: REQUIRED P.
3t v' 77006
ENBINERS NOTE FOR ADDITIONS R ALTERA11M ONLY /S EXYM 5TI TO REMAIN a MAINTAIN FINISHED �A'PoFESSIONP�
THE ENGINE-ER H�IAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR _ - _ - _ SWITCH
�0 STORAGE BASEMENT
LEGALIZE THIS EXISTING STRUCTURE. _ - - - _-EXISTING TO BE REMOVED - .((N O DWG. NAME:
BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE 15 MEASURED AND EXISTING - PROP 2X4 OR 2X6 STUD WALL H/) jD-DIMMER SWITCH !� TITLE SHEET
CONDITIONS ARE DRAWN. THE BUILDING STRUCTURE AND ITS STRUC,TU AL_ INTEGRITY GYPSUM BOARD TO BE INSTALLED T
ARE VISUALLY INSPECTED AND NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE .////// - EXISTING STUD WALL TO BE 3- SITE PLAN
ADDRESSED AND REMEDIES ARE NOTED ON THE PLAN. REPLACED W/FINISHES THREE WAY SWITCH DETAILS
NOT ALL EXISTING CONDITIONS OF A BIIILDIN6 ARE EASILY AGGESSIBLE FOR -EXISTING REPLACE FINISHES/INSULATION NOTES
INSPECTION BY THE ENGINEER. THEREFORE,ENGINEERS LOOK FOR CLUE-5,FOR TREAT WU SMOKE 4 MOLD REMEDIATION � -JUNCTION BOX IN CEILING
EXAMPLE: CRA0K5,DIFFERENTIAL SETTLEMENT,GRIUMBLIN6,ETC...SUGGEST THAT �� -CAST-IN-PLACE CONCRETE
THE EXISTING FOUNDATION MAY BE FAILING OR 5ETTLIN6 OVERTIME. THE SDQ -HARD WIRED SMOKE DETECTOR DWG. NO.:
FOUNDATION MAY NEED TO BE REPAIRED,Rt OR REINFORCED,WHICH WILL BE -5/5'TYPE'X'FIRED RATED 6YPSUM BOARD
SHOWN ON THE DRAWINGS. THIS 15 ONE OF MANY OF THE ENGINEERS ROLES IN A
PROJECT. db _DUPLEX RECEPTACLE PET E-GTOR COMBO
5DGM0 HARD WIRED 4 CARBON MONOXIDE 5 T� FLAN
THI5 ENGINEER HAS INSPECTED THE EXISTING 5TRUGTURE AND FINDS IT TO BE REGEPTAGI 6RO1NtJ7 I A 01.0 0
STRUCTURALLY S BEEN A5 FAR A5 THEE THAT THIS
TR THIS PROJECT. EVERY ,GPI -DUPLEX FAULT INTERUPTER E.F.C� -EXHAUST FAN(50 GFM MIN) NOTE: 51TE PLAN DATA PROVIDED BY SURVEY FROM JOHN T. METZGER DATED JUNE 24 laa•7 SGALE= 1:20
PRECAUTION HAS BEEN TAKEN TO INSURE THAT THIS STRUCTURE IS SATE. IF A ,
CONDITION 15 V15GOVERED DURING DEMOLITION,CONSTRUCTION OR INSPECTION BY -2 GANG QUAD REGLPTAGLE
A BUILDING INSPECTOR THIS ENGINEER SHOULD 13E NOTIFIED IMMEDIATELY IN /�My -ELECTRIC 6ARA6E DOOR OPENERWRITING 50 THE CONDITION OR CONDITIONS CAN BE RECTIFIED. ® -SOLAR TUBE SHEET: 1 OF 2
N
m
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SECTI Oil "A-All PAR71 AL. f=RON7 ELEVATION
NOTE: ALL GONDITION5 ARE EXISTING UNLE55 OTHERWISE NOTED 5GALE= Y4" = 1'-0" NOTE: ALL GONDITION5 ARE EXI5TINCG UNLE55 OTHERWI5E NOTED 5GALE= Y4" = 1'-0"
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a. MINIMUM 54'CLEAR Q O
20'CLEAR Q v O
OPENA61-E AREA MINIMUM 58-Ou in 0 to IL#
5.1 50. FT. (SEE AZ<m -
EXCEPTION) lo
I?. MINIMUM OPENING / r-------, r-------1 Z Q p/
HEIGHT 24" �-
c. MINIMUM OPENING / ___ --4— —� ~ (�
HID H 20" Vr._.v'SL O�NA�E L. . 4. 1.• z EL I. , • .•.•
AREA .. ... ... f ti.•;... ... '"
� AREA .'n 1
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d. MAXIMUM SILL .. .. � .,.. ., .. . . ,..••,
HEIGHT OF 44"
e. MUST BE � ,+ ,.
OPERABLE MnNIMUM /FnNIMUM\ T ————— pF„
WITHOUT KEY5 OR I :;'• ; , II�
TOOLS MINIMIM 817E HNDOW MINIMIM SIZE wMDOYV I - "• r
FOR 20•CLEAR reI6FiT FOR 2a•CLEAR NEI6Hf
FLOOR
---------------------------- ---- -----------------------------� II — I I
II L— —J I
40'-7"77,
ESRE55 HELL DETAIL r- I :.;:, -
SOFFIT C�G���/j ► � P��
WINDOW HEM SIDE PANELS
MUST EXTEND 4 INGHES ABOVE GRADE LEVEL.GRADE MUST BE 12'-O"
I I I I 7'_4"
SLOPED AWAY FROM WELL. ;•: r ———
DOP POUTS MUST ALSO BE ————— —— ——————
DIRECTED MAY FROM WELL
Z
WELL WIDTH-54' O
BILGO
STAKWEL GONG I r
OI
E%AKPe I SLAB I F ----------------- ----- ---------------------- I m
HEIGHT KNDOW
OF WINDOW yam_ •:: 1 N
wIND I I �( I I BA5 MENT
LL
SYSTEM FINI5HE 5TORAJ
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E V4'GLEAN I N
ry
44'jm—jm—+.
' GK OR INIW
FREE
A6 STOPS I S N
FROM FLOOR TO HOC" .. LEAST I2'WIDTHSILL TO MEET EGRESS OUND WELL.FILLCODE REQUIREMENT5 DEPTH OF I I I HW a FOUNDATION
FOOTIN6
4.
NOTEi WE.L5 CAN BE r_•,' I L� (n
INSTALLED LowER THAN TFE
REGOMMENDED PROP05ED
i'TO HELP I I I I EGRESS I Ci � i J
MET 6RADECONDmoNs
- - - - - - - - -� - - - - - - - - - - — I - - YAG = z Q m
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STORM SHUTTER DETAIL - FOR HONES ONE MILE FROM ANY SHORELIM �- — — — — — — — — — — .T — — — — — — — — — — — —r — — — — — — — —
I SCALE:
CEDAR WINDOW TRIM I I S PqhLAN
/ V4, TAN LESS STEEL M440OKS O 12'OG
NINDBORNE DEBRIS PROTECTION I I PROP E LGO
FASTENING SCHFDULe FOR HOOD ASTAKWL EGRESS
— FASTENER sPAGn�(INCHES) I I WINDOW WELL E6RE55 OJ\5 SCHWq�O.p�
FASTENER PANEL 2'i 4'< b'<
WINDOW WELL 5Y5TEM - * 1
— I-
- TYPE SPAN PANEL PANEL PANEL —
————————————————————————————-
-- 5EE DETAIL �
_ — — S 2' SPAN SPAN SPAN
L3 � 16 Ib 12 9 77006
�A'PoFESSIONa�
PLYHOOD 7 ^ Z"#8
// WOOD 16 16 16 12
PAANELL TO BE 'LARFiER THAN ilmom DWG. NAME:
FLOOR PLANS
r
DOV�Rd 5HU1TER5 Y
BASEMENT f=LOCR FLAN
— — — -' NOTE: ALL GONDITION5 ARE EXISTING UNLE55 OTHERWISE NOTED 5GALE= Y4" = 1'-0"
e® STAWEY 61-4500 DWG. NO.:
STORM PANEL HARDWARE
A-02.00
SHEET: 2 OF 2
n
6ENIM& NOTES TAKE MN=AJJ 0t40 AJA Afft VARFtOt NV*19A ATWN*3TM.LATION EN3W GODS NOTES �
N !' NOTES COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Y CODE C ftlANGE STATEMENT N
a. ALL CONS'TRIIGTION TO CONFORM TO ALL STATE AND LOCAL CODES. a. ALL CoxsTRUGTION TO CONFORM TO ALL STATE AND GOMPON�IEENT >� GL,ADDING N'RESSUIZE ZONES- NZ301.2(`T) � �
a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. b. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECE79SARY FOR CONSTRUCTION SAFETY. A continuous air barrier shall be LOCAL ENERGY CODES. I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL
b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. General requirements Installed In the build) envelope.The Adr-permeable Insulation shall not be used as a b. DESIGN IN COMPLIANCE W/2020 NY5 RESIDENTIAL CODE STATES THAT TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL.N/CXMENT, a a a a a a a
qseal material. CHAPTER II ENERGY EFFICIENCY. THESE PLANS AND/OR 5PECIFIGATION5 ARE IN COMPLIANCE WITH THE o r��
c. INSULATE ALL SUPPLY LINES. c. BUILDER TO OBTAIN HORKMAN CERTIFICATE OF .INS. I N M UNTS exterior thermal envelope contains a fig 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE INIGL.UDING THE o I= 0)
d. PROVIDE f9R0''T PROOF HI05E HIH35 AS PER PLAN MINIMUM 2 PER NFJN RESIDENCE. d. BUILDER TO CARRY WORKNIANS COMP.INS. IN AMOUNTS AS REQUIRED 13Y LAW. continuous air barrier,Breaks ar joints c. PASSING RCa-GiEGK PROVIDED. 2020 EGC.GNY5RESIDENTIAL PROVISION INCLUDING SECTION R502.1.1.1 THROUGH R502.1.1.4, ��yI
e. ALL FIXTURE5 TO BE AMERICAN STANDARD,KOHLER OR APPROVED EQUAL, e. ALL WORK SHALL BE FULLY 6JARANTEED FOR ONE YEAR AFTER G.O.15 ISSUED. In the air barrier shall be sealed d. N1102.4.1.1 IN5TAL.L4TION 2020ONIS R402.1, R4O2.2, R4023.1 7NR000fH G SECTION
AND R402.4 2 3 2 2 1:�1
FURNISHED 4 INSTALLED BY CONTRACTOR. f. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COS"AS REQUIRED BY BUILDING THE COMPONENTS OF THE BUILDING THERMAL.ENVELOPE A5 _ � •0 _
f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO g9 DEPARTMENT. The air barrier In any dropped ceiling ith the The Insulation fi any dropped ce111ng/soffit shall LISTED IN TABLE N1102.4.1.1 SHALL BE INSTALLED IN !�� ��y�� .�•��I �.��y I� � M
j COMPLY W/P2603. fi. DRAENGWINGS ARE NOT ToNEER HAS NOT SGAALED BINED AY CONTRACT DI AW FIELD SCREPANCIES ON OR INSPECTION.
OIN DRAWINGS ARE TO Calling/attic, Insulation s be aligned wthe air barrier be all with the air barrier. CRITERIA LISTEDMAN9IF�TURER05 INSTf�TIONS IF f IWI-O� i VVI A I ON �ll/1V� " /
g. WATER 4 DRAINAGE PLUMING 15 TO BE INSTALLED IN ACCORDANCE w/SECT. any gaps aligAND THE ned � �y�
P2603.WOOD FRAME DRILLING 4 NOTC41N6 ARE TO 13E IN AC40RDAW-E W BE BROUGHT TO ENGINEERS ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. sealed.Access openings,drop down APPLICABLE THE METHOD OF GON5TRU E GTION.WHERE BELI�/71ti 6RAM B SEMIXI ylwR. SQ7' E h
P26032.PIPE PROTECTION AGAINST PHYSICAL DAMAGE 4 CORROSION 15 TO BE 15 I. THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY.ENGINEER 15 NOT stairs or knee wall doors to REQUIRED BY THE BUILDING OFFICIAL,AN APPROVED THIRD
TO BE IN ACCORDANCE w/P26Ce.2.1 4 P26033.SEE P2603.4 4 P26035 FOR PIPES RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. unconditioned attic spaces shall be PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR STAGES AND FLOORS BELOW 9 Q (D 2 Q 2 Q Q a Q .5
IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. J. DESIGN IN COMPLIANCE NV 2020 INTERNATIONAL RESIDENTIAL GORE,NNFGM 20Z0 t AI5Gi5El sealed. COMPLIANCE. GRADE SHALL 13E DAMPPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING OR(5)6 4 4 G
h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE To BE COVERED W A INCHES Q52 MM)BELOW THE TOP OF THE BASEMENT FLOOR TO THE FINISHED GRADE.MIASONRY
SLEEVE 2 PIPE SIZES&REATI3L THAN THE PIPE PA551NO THROU&HH IT,IN FI MOKE M7WTION Cavities within Corners and headers of frame AMICABLE CODES 4 STANDARDS
ACCORDANCE w/P2603.4. The Jtxlction of the foundation and sill 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 MALLS SHAH-HAVE NOT LESS THAN 3/8-Ii CH(a5 MM)PORTLAND DEMENT PARSING APPLIED TO
a. TIN SINGLE
SMOKE 4 CARBON MONOXIDE DETECTORS AS SHOWN IN PLAN, walls shall be insulated completely full the r,
1. PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES,EXCEPT b. 51NI6LE 4 MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL plate shall be sealed.The junction of the � � y � ENERGY CONSERVATION GORE OF NEW YORK STATE T+�EXTERIOR OF THE WALL.THE PARSING SHALL BE DAMPPROOFED IN AC.GORDANGE WITH ONE I C/' ^ J w
LEAD PIPE 15 NOT To BE USED.PIPE MATERIALS ARE TO COMPLY w/SECT.P260Q. top late and the top of exterior walls resis"Mttance
with a material having -thermal 2018 WFMG OF�FO�WI�" Q
BE INTERC.ONINEGTID 50 THAT THE ACTUATION OF ONE ALARM WILL AGNATE ALL ALARMS,IN p resin Ge of not less than R-3 per Inch. p
WHERE THE VOLUMES OF ROOMS AND STAGES ARE COMBINED FOR THE PURPOSE OF Walls shalt be sealed.Knee walls shall be O
J ACGORDAMHGE At iR314.POHEi2 SOURCE FOR SMOKE ALARM 5Y5TH-t IS TO COMPLY NV R314. a a 2 a 3 2 a $01
PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS sealed. Exterior thermal envelope insulation for framed •BITUMINOUS COATING. 2
PRCMDED,ONE PITHIN I FOOT of THE CEILING OF THE ROOM AND ONE WITHIN I FOOT c• AT LEAST ONE CARBON MONOXIDE ALARM 15 TO BE PROVIDED IN EACH DWELLING UNIT,IN THE -SiLASSIFIGATION OF WORK v �IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE walla shall be installed fi substantial contact and THREE POUNDS PER SQUARE YARD(Ib3 K6/NT2)OF ACRYLIC MODIFIED CEMENT. PALLS GABLE ROOFf 6At31 E ROOFS HIP ROOFS
OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR.SIZE OF VENTS In continuous alignment with the air barrier. A5 PER SECTION boll OF THE 2020 EXISTING BUILDING GODS OF .ONE-EIGHTH-INCH 02 MM)GOAT OF 5URFAGE-BONDING CEMENT COMPLYING WITH ASTM G881. (9 S�•) (T•S B 5 45°) (`7° <_0<-2-1•) 06
TO BE DETERMINED BY MANUFAGTiIRERS SPECIFICATIONS. ALARM IS TO COMPLY W/UL 2034 AND UL 211, AND 15 TO HE INSTALLED AND MAINTAINED IN NYS THE SCOPE OF THIS PROJECT 15 CLA551FIED A5,AC.C.ORDANGE H/ MAt•AJFAGTURERS INSTRUCTIONS. _ n framing arid ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. �y
SITE iIIDTM d. EXTERIOR WALLS t INTERIOR LOAD BEARING WALLS TO HAVE FIRMLOGKIN6 Windows,skylights and skdoorsylIX cmd the betHeejambs offHIndows and .OTHER APPROVED METHODS OR MATERIALS. Eel
a. PITCH 6RAVE AWAY FROM BUILDING. ELIKTRICAL � doors,shall be sealed. Ebe EMIR =8d NAILS a 6'o% B 0 g E
rm
b. PROVIDE DRY WELLS A5 REQUIRED. 13Ef EtNT'Ss E6HlUlf'H fEHHi,,1R PH3E 5�MvT SEfR'r"`E THIESAH FIREWOKEN= FZWIA71ON NOTES ,Hod w,115 a 6'o/t h h h E .ca c. ALL TREES WITHIN 19 OF CONSTRUCTION TO BE PROTECTED. a. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL GORE AND LOCAL UTILITY CO. Rim Joists Rim Joists shall Include the air barrier. ftim Joists shall be insulated. FbRP&
d. ANY LP,NIDSGAPINI6 DAMAGED B1'CONSTRUCTION OPERATION b. ON NEW WORK BASE BID ON 200 AMP SERVICE. LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF DOUBLE LAYERS OF POLYETHYLENE SHOULD BE USED TO CREATE A BARRIER BETWEEN =IOd NAILS O 6"o% (f2 S 1.) (T°<_9 S 45•) h• <9<21°) �
SHALL BE REPLACED AS REQUIRED, c. ALL WIRING TO BE MIN 14 AW6. Floor framing insulation shall be Installed SPACE,THE ADDITION OR ELIMINATION OF ANY DOOR OR THE MOLDY AREA AND OTHER PARTS OF THE BUILDING. INSTALL APPROPRIATE AND FULL , GONSTibJGTiON �� W
e. ALL CURB5,SIDBNALKS,ETC.DAMAGED SHALL BE REPLACED. d. CONVENIENCE OUTLETS TO BE 18•APP.M-E55 NOTED OTHERWISE. Floors Including The air barrier shall be installed at g fib! WINDOW,THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM COMPLETE CONTAINMENT AROUND THE WORK AREAS TYPICALLY USING 6-MIL
EXCAVATION NOTES e. PROVIDE 6ROUND FAULT INTERRUPTER OUTL.ET5 AS PER CODE. cantileveredfloors any exposed edge of Insulation. to maintain permanent contact with the underside OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. POLYETHYLENE SHEETING,TO SEPARATE THE MOLD ABATEMENT WORK AREA FROM OTHER (NOTE,a=41-0'IN ALL CA5E5)
f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONIDITIONIN6 5Y5TEM5. and floors of subfloor docking.Alternatively,floor framing UNCONTAMINATED OR OGC.UPIED AREAS OF THE BUILDING,WITH ACCESS TO A WINDOW OR i'�
a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO g• FLLEGTMOAL CONDUCTOR PENETRATIONS THROUGH BUILDING 5TRUCTURAL COMPONENTS MUST abovegaroges, caWt9insulation Mall be In contact with the top50 DOOR INCLUDED IN THE CONTAINMENT FOR EXHAUSTING AIR SCRUBBERS. A DOUBLE NO Eo ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE MANUFACTURED
COMPLY w/SECT.13�402, side of sheathing or continuous Insulation BARRIER 15 RECOMMENDED,IN WHICH THE CONTAMINATED INNER LAYER CAN BE REMOVED
b. ALL SPECIFIED
OP 501E TO HE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC.SEE SECT.E3405. Installed on the underside of floor framing;and AFTER GLEANING BUT H3L�ORE CLEARANCE APPROVALS. BY USP STRUCTURAL CONNECTORS - OR APPROVED EMAL, UNLESS NOTED +,
STAIR REQiJIRNCTS 2. A DECONTAMINATION CHAMBER OR AIRLOCK SHOULD H3E CONSTRUCTED FOR ENTRY INTO
AS NOTED
MATERIAL NEEDED FOR BACK FILL 70 BE STOCK PILED SEPARATELY,NOT NEEDED 1. ELEGTRIGAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. extend) from the bottom to the of all -
MATt1R1AL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. perimeter floor framing members. AND EXIT FROM THE REMEDIATION AREA.AN AIR-LOCK TYPE VESTIBULE 15 RECOMMENDED
a. BACK FILL SHALL BE PLACED IN 12'LIFTS 4 COMPACTED TO a5%OF MODIFIED THE RISER HEIGHT SHALL BE NOT MORE THAN 8 114 FOR WOR 3;Z5 TO REMOVE CONTAMINATED PROTECTIVE 6FAR AND DOUBLE BAGGED
PROCTOR DENSITY. NAILING SCHEDULE Tablo Table 602.3(I) 2020 NYSRG Gravel space walls Exposed earth In unvented crawl Gravel space insulation,where provided Instead DEBRIS FOR PROPER DISPOSAL. �
t INCHES(20q MM).THE RISER SHALL BE MEASURED /
spaces shall be covered with a Glass I of floor Insulation,shall be permanently VERTICALLY BETWEEN LEADING EDGES OF THE 3' THE ENtTRYWAY5 TO THE AIRLOCK FROM THE OUTSIDE AND FROM THE AFRtAGK TO THE DATE•�o• -� ,SS �"'^�
p����p���,'c '--
vapor retarder with overlapping joints attached to the walls. MAIN CONTAINMENT AREA SHOULD CONSIST OF A 5UT ENTRY WITH COVERING FLAPS ON B•R
i�GIIW Vf�IVIM d a�'�J ADJACENT TREADS.THE GREATEST RISER HE16HT THE OUiS1DE Sl1RFAGE OF EACH SLIT t°NTRY. }', r'
Note. This schedule does not include nailing for metal framing straps(see section taP WITHIN ANY FL16Hr OF STAIRS SHALL NOT EXCEED THE Q� '�
a. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE for strapping and requirements section far rough opening framing requiremelts). 4. THE GHAMI3ER SHOULD BE LARGE ENOUGH TO HOLD A WASTE CONTAINER AND ALLOW A FEE tiF' �9_.�Y ��'A - A PI �� ®[ALL E T ' ��-
SMALL EST BY MORE THAN 3/8 INCH(a5 MM).RISERS PERSON TO PUT ON AND REMOVE PPE. '••
GRADE NEW BILLET STEEL GONE-ORMIN6 TO ASTM A 615 GRADE 60 HAVING A DESIGN All nailing Is a general specification It applies unless otherwise noted. SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE g, ALL GONtfAMINATEp pPE,EXCEPT RESPIR,a,TORS,SHOD D BE PLp�GED IN A SEALED BAG, NOTIFY BUILDING DEPARTMENT AT 2- ,T.. o Z
STRENGTH OF R FOR P51. Shafts,penetrations Duct shafts,utility penetrations,and OF THE NOSIN6 OF THE TREAD ABOVE Ar AN ANGLE WHILE IN THIS C LAM BER. �.a� �3
b. TYPICAL COVER FOR ALL AND
BARS BE THREE(3) INCHES FOR BARS flue shafts opening to exterior or 631-765-1802 8AM TO 4PM FOR THE r:, �'
PLACED A6AINL57 EARTH AND 2"FOR BARS PLACED A6AINl5T FORMS 11NLf56 unconditioned shall be sealed. NOT MORE THAN FREES(051 FAD)FROM THE 6. GONTAINMQNTS SHOULD BE PLACED UNDER NEGATIVE PRESSURE RELATIVE TO THE REST OF
OTHERWISE SHOW sp°G° VERTICAL.AT OPEN RISERS,OPENIN65 LOCATED MORE THE BUILDING USING AIR FILTRATION DEVICES SUCH AS AN AIR SCRUBBER EQUIPPED WITH FOLLOWING INSPECTIONS: ) L
c. ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LEN61H5 ARE SHOM.ALL SPLICES Joint Description No. of Nails Nail Spacing THAN 30 INCHES(162 MM),AS MEASURED VERTICALLY, HIGH-1�FIGIENGY PARTICULATE AIR(HEPA)FILTERS.THE AIR SHOULD BE DISCHARGED I. FOUNDATION-TWO REQUIRED
TO BE FORTY(40)BAR DIAMETERS MIN. Batts to be Installed In narrow ccMtles shall be TO THE FLOOR OR GRADE BELOW SHALL NOT PERMIT OUTSIDE THE CONTAINMENT TO THE OUTDOOR ATMOSPHERE.GLEAN HEPA AIR SCRUBBERS 1.
d. Y431MD WIRE FABRIC,(WWF)TO BE 6'x 6'SPACES,#10 x#10 6AU&E WHICH SHALL Narrow cavltles cut to floor narrow cavities shall be filled with THE PASSAGE OF 4-INCH-DIAMETER 002 MM) SHOULD BE USED DURING ALL REMEDIATION WORK AND FOR 48-12 HOURS AFTER THE FOR POURED CONCRETE 01
]d
CONSIST OF GOLD DRAWN MEN'EEi25 HAVING AN ULTIMATE STRENGTH NOT LESS THAN ROOF t CEILING FRAMING Insulation that o ninstallotlon readily conforms to SPHERE. WORK 15 COMPLETE. rx
1op00 PSI.INWF TO BE PLACID A5 SHOWN ON THE PLAN. the available cavltyspace. THE TREAD DEPTH SHALL BE Nor 1f THAN a INGHS 1. AIR HANDLING SYSTEMS MUST BE ISOLATED FROM THE WOi2K ARiJ1 THIS 15 THE Ducr AND 2. ROUGH-FRAMING&PLUMBING ;� `1
e. AL REINFORCING SECURELY FASTENED TO RESIST MOVEME•IT DURING Rafter to Top Plate (Toe-Nail) (3) I Od Common Per Rafter (22a",THE TREAD DEPTH SHALL BE MEASURED FURNACE SYSTEM. PROTECT ALL SUPPLY AND RETURN DUCTWORK FROM THE REMEDIATION 3. INSULATION n m
HORIZONTALLY BETWEEN THE VERTICAL PLANES OF AND FOLLOW-UP CONSTRUCTION DEBRIS.
f. WQDM WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE 5u35TITU•TED FOR ANY Ceiling Joist to Top Plate (foe-Nail) (3) 8d Common Per Joist Garage separation Air sealing shall be provided between THE FOPEM05T PROJECTION OF ADJACENT TREADS 8. PROTECT UNCONTAMINATED SPAGE5 DURING REMOVAL OF DEBRIS AS AGREED TO BY THE 4. FINAL-CONSTRUCTION MUST
REINFORCING BAR&RID. Ceilm Joist lops over Partition (Face-Nall) (3) I Gd Common Each La the garage and conditioned spaces' AND AT A RIGHT ANGLE TO THE TREADS LEADING OH ER BE COMPLETE FOR C.O.
g p p EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT a. REMOVE MOLD-CONTAMINATED GYPSUM WALLBOARD IN LARGE PIECES TO MINIMIZE
WIRIRM Ceding Joist to Parallel Rafter (Face-Nail) Table R802.5.2 Each Lap Recessed light fixtures Installed m the Recessed 1 fixtures installed In the building OF STAIRS SHALL NOT EXCEED THE SMALLEST BY AER05OLIZINe MOLD SPORES. ALL CONSTRUCTION SHALL MEET THE
a. ALL CONCRETE TO BE F 'c .3,500 P51 O 28 DAYS UNLESS OTHERWISE NOTED. Recessed lighting light ng MORE THAN 3/8 INCH(aS MM). 10. ALL DEBRIS TO BE SEALED IN DOUBLED 6-MIL POLYETHYLENE DA65 OR WRAPPED IN
-GONG.STEPS TO BE 8300 V a O 28 DAYS Collar Tie to Rafter (Face-Nall) (3) 1 Od Common Each End "g Building thermalenvetope shall be thermalenvelops shall be airtight and IG rated. . �BOOM IN STAIRWAY5 SHALL BE NOT LESS SEALED POLYETHYLENE SHEETING,WHILE IN THE CONTAINMENT.BAG BEFORE Fiff,MAL REQUIREMENTS OF THE CODES OF NEW
sealed to the finished surface. FROM CONTAMINATED AREAS AND REMOVED THE MOST EFFICIENT WAY POSSIBLE.NO
b. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. THAN 6 HST 8 INIGFES(2032 MMd)MEASURED
c. SOIL VALUE ASSUMED AT.-I TON PER 50.FT.AT DEPTHS NOTED.SOIL GONVITION5 Blocking to Rafter (Toe-Nail) (3) 8d Common Each End VERTIGALLLY FROM THE SLOPED LINE ADJOINING THE MATERIAL SHOULD BE RECYCLED. YORK STATE. NOT RESPONSIBLE FOR
TO BE VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CL 05E Rim Board to Rafter(End-Nail) (2) 1 Gd Common Each End Plumbingand win In exterior Halts,Batt Insulation shall be cut TREAD N051N6 OR FROM THE FLOOR SURFACE OF THE DESIGN OR CONSTRUCTION ERRORS 65
PROXIMITY TO BEACH,CANAL., WATi3R,ETC.TO PROVIDE THIS OFFICE WITH TEST � neat)y to fit around wiring and plumbing or LANDING OR PLATFORM ON THAT PORTION OF THE Z
HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. Insulatlon that on Installation,readily conforms STAIRWAY.
d. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-O'MINIMUM BELOW GRADE. WALL FRAMING to available space,shall extend behind piping WINDOW SG .E 400 SERIES 0 e. ALL FOOTIN65 TO REST ON VIRGIN UNDISTL 43M SOIL. and
F. STEP FOOTINC75 DOWN AS REQUIRED. MAXIMUM STEP FOOTIN66 SHALL 13E ONE Hiring. �i1�� ALL WINDOWS TO BE LOW-E4 SMART SUN WITH HEAT LOOK WIT U FACTOR - 026 4 SH&G - 0.58 <
VERTICALLY TO TWO HORIZONTALLY HHERE ELEVATIONS GRANGE. Top Plate to Top Plate (Face Nail) I Gd 24" O.C. Per Foot The air barrier Installed at exterior Exterior walls adJscent to showers and tubs TRiIr,75 S&"E I� IF EN611�RED NOW ON PLANS J
P.g WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. Shower/tub on walls adjacent to showers and tubs shall shall be Insulated.
.
CURE AND SEAL ALL SLABS ON&RAVE WITH 2 GOATS HORN CLEAR SEAL OR EQUAL. Top Plates at Intersections (Face-Nail) (2) 1 Gd Common Each End exterior wall separate the wall from the shower or THE CONSTRUCTION TYPE DE5I6NATION # UNIT NUMBER EGRESS CLEAR LIGHT 6LA55 JVENTILATION OVERALL UNIT R.O. a
1. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS As „ tub. 0 OPENING 50. FT. 50. FT. SO. FT. AREA 50. FT. MINIMUM
REWIRED TO RESIST WIND AND CONSTRUCTION LOADS. Stud to Stud (Face-Nall) I Gd I G O.C. Each End " �� �� �� �� �� n �� :� ��
SHALL BE I , I I , III , I V , OR Y TO
J. PROVIDE SAWED -- KEYED AND FORMED CONTROL JOINTS FOR SLABS AND fVALKS Header to header (Face-Nail) I Gd Common G"O.C. alon ed es Electrical a box The air barier shall be installed behind INDICATES THE CONSTRUCTION TILT WASH U
ON GRADE,AT 20'-0'MAXIMUM IN BOTH DIRECTIONS. g g � electrical andconmunication boxes.
k PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC,PLUMBING on exterior Ovals Alternatively,air-sealed boxes shallbe GLA551FIGATION OF THE STRUCTURE I TW26210 2.16 4.84 2.-18 B.00I 1
MECHANICAL,M.COORDINATE PITH OTTER CONTRACTOIR5,DRAWIN65,A6EWvES, installed. UNDER SECTION 6O2 OF THE BGNYS 32Y"X36/ "
I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS Top of Bottom Plate to Stud (End-Nail) (2) 1 Gd Common Per Stud F� 2 TW2836 3.78 6.73 3.81 10.4-1 34I'"X447/"
m. ALL EXSHALL PEOSED CONCRETE SLABS TO RECEIVE EMIGINEERURAt_FINISH AND Bottom Plate to Floor Joist, Band Joist, I Gd Common G"O.C. along edges HVAG register boots ponetrlayt�etind return
thermal en elope REFLECTIVE 3 TW210310 4.48 5.05 4.51 12.00I 36Y"X481/"
SCORING A5 PER PLANS AND SPECIFICATIONS. End Jostt or Blocking (End-Nail) shall be sealed to the subfloorMall WHITE 4 TW3046♦ 5.82 10.31 5.75 14.85 3 "�(�1/" I D
n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES covering or telling penetrated by the
F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACC-5. Double To Plate Splice
o. No ADDITIVES SHALL BE PERMITTr=17 WITHOUT WRITTEN PERM155ION FROM ENGINEER p p (Face Nails) (8)I Gd Each Side of Splice boot.
REFLECTIVE RED CASEMENT � W �
P. ALL FOOTINGS TO BE 8.OR 6'PROJECTION ON EACH SIDE OF FOUNDATION WALL Where required to be sealed, u u O 0 O LT
MIN.0#4 REBAR5 CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). � PANTONE #187 7 GXI3 5.5 S.a 5,4 7.CI 32 X36 -
q. PROVIDE MINIMUM 2'x4•KEY BETWEEN FoorlN6s AND FouNvnTloN WALL. FLOOR FRAMING conceal fire sprinklers shall only be �� 3 �� p--
r. CRANU-SPACE VEENTS,IN ACGORDANHCE w/R408 ARE TO BE LOCATED WITHIN 3'-O' sealed h a roamer that Is 8 GN135 2.7 4.O 5.6 5.8 24/ X41/ N Z Q z
Concealed sprinklers recommended by the estvfa sealants
DESIGNATION FOR STRUCTURAL1.OF FAGH CORNIER OF THE BUILDING. Joist to Sill To Plate or Girder (Face-Nall) (3) 8d Common Per Joist 3 „ Q � Q� Z 'e
s. ALL FOUNDATION KALL5 AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. p Caulking be
adhesive sealants Cla GXI35♦ 6.4 6.8 6.3 8.q 52 X41/
Bridging to Joist(Toe-Nall) (2) Bd Common Each End shall not be used to fill voids between COMPONENTS THAT ARE OF W Q Z Z't
I
OARFEM fire sprinkler cover plates and walls or TRU55 TYPE CONSTRUCTION 10 G14 5.5 5A 5.4 5.0 245/"X4 "
a. ALL WOOD 51LL5,BLOCKING,NAILERS,ETC.IN CONTACT WITH MASONRY,CONCRETE OR Blocking to Joist(Toe-Nail) (2) 8d Common Each End ceilings. GLIDING d �0 � O O
SOIL To BE ACQ(TREATED). Bedc in Strip Sill or
r Top( late (Toe-Nail) (3) 1 Gd Common Each Boot lock "F" FLOOR FRAMING, INCLUDING §
b. PROVIDE ALUM.TERMITE SHIELD 4 SILL SEALER AROUND ENTIRE FMIMETER. GIRDERS AND BEAMS 13 G52 1.7 2.5 1.7 5.45 56"X23" O LU 0.< �
c. ALL NAILS,BOLTS,JOISTS HANGERS 4 FRAMING CONNECTORS TO BE HOT DIPPED g p ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Y2 F-
&ALVANIZID. Joist to Ledger to Beam (Toe-Nail) (3) 8d Commor Per Joist AS PER 2020 NY5 RESIDENTIAL CODE TABLE R3013 STROKE °R" ROOF FRAMING 14 642 2.4 3.6 2.4 7.3 48"X23" N Z 6 0- O
d. ALL JOISTS,RAFTERS,HEADERS 4 GIRDERS SHALL BE DOUG FIR fb 850 MI MIN TABLE A 3.4 LFLIFT STRAP C.O MMION REQIIIREPW15 u "FIR"
').
STUDS TO 13E MIN.HEM FIR fb 850 Mi. Band Joist to Joist(End-Nail) (3) 1 Gd Common Per Joist OWOFTO-WM1,KALL TO-WALL,ROKALL TO-TO Id 6 DIAMETER U FR FLOOR AND ROOF FRAMING 15 G436 5.10 8.5 5.10 15.54 48"X42" T Q- O O .< g
e. ALL SHIEATHING SHALL BE 1/2'DOUGLAS FIR EXTERIOR CRAM PLYWOOD,NAILED 6d 5TRUGTURAL MEMBER
e 6.O.G.2 INTERIOR 4 INTERMEDIATE BLOCKING POINT'S.COVERED PITH 15 LB. Band Joist to Sill or Top Plate (Toe-Nail) (2) 1 Gd Common Per Foot (PRESCRIPTIVE ALTERNATIVE To TABLE 3.4) TRUSS SIGN NOTE, INSTALL TRUSS SIGN AT LOCATION OF INGOMIN6 ELECTRIC SERVICE. 16 G536♦ 6.6 11.5 6.6 Ib.Q7 60"X42" w I IL v -L
BUILDING PAPER OR GELOTEX INFILTRATION BARRIER PROPERLY TAPED 4 SEALED. RAFTERS HAVING 5LOPE5 GREATER THAN FASTMT MILE HIMSPEv(hW) U) J IL#
F. ALL SUB FLOORS TO BE 3/4'PL.Y 4000 NAILER WITH TWIST NAILS O 6'O.G. _ 3r 12 HITHFIN15HED GEILIN6 NOT ATTACHED L/180 115 120 150 140 CONTRACTOR TO FURNISH AND INSTALL PROFESSIONALLY.FABRICATE A5 DETAILED IN DWG. MI 50 Z �J X �
gg ALL WALL CORNERS TO M MIN.3 STUDS NAILED I6d-12'O.G. Wood structural panels, subfloor, roof and interior wall sheathing to framing O
fi. HEADERS,TRIMMERS 4 JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETNEEN TO RAFTERS FRAMING ROOF W41M OF Od COMM NAILS IN EA. ICI AN21 OA 2.2 O.Ci 3.4 245/"X21" � O H
JOISTS UNDER PARTITIONS. BLOCK5TUDWALLS• V2STORYHE16H1'54 AT and particleboard wall sheathing to framrng. See Table R602.3(3) for wood INTERIOR WALLS AND PARTITIONS H/150 STAGING SP ero°F'v4'xz°6A�Es, '" Z W_ (�
UN5UPPORTen OF PLYWOOD. structural panel exterior sheathing to wall framing 2 20 AN351 I.6 t` 4.0 1.6 5.8 3 " " Q 2
1. ALL CAP PLATES To BE DOUBLED a NAILED WITH l6d a WOO LAP GAP PLATES AT FLOORS L/360 16 2 2 2 2 41 X21
J. HEADERS OVER DOORS AND WINDOWS UP TO 3'-0'WIDE TO BE(2)2x6 FOR oPtNUNss 12 24 Z 2 3 3 - E R EXISTING WINDOW TO BE REPLACED Z O v W� U)
3'-0"TO 51-01 L15E(2)2x8,UNLESS OTHERWISE NOTED. Edges Intermediate 6EILIN65 WITH BRITTLE FINISHES (INCLUDING 52 2 2 3 4 B - BOILER R E EXISTING TO REMAIN Q O 0
k FOR HEAVERS OVER s'-0•LONG USE DOUBLE JACK Shins. PLASTER AND STUCCO) L/380 2 BD - BOARD 0 x f 1. MIN.BEARING FOR JOISTS,BEAMS 4 STUDS TO BE 3 112'. 1 Gd Common i6 2 2 5 3
m. PROVIDE SOLID BRID6INI&MAX.8'-O"O.G.IN ALL FLOOR CONSTRUCTION 3/8"- 1/2" G" o.c 12"o.c 224o 4 GL - CLOSET F
n. PROVIDE COLLAR BEAM' AT RAFTERS A5 PER STATE t LOCAL CODES.06 o%,a Sd Common GEILIN65 WITH FLEXIBLE FINISHES (INCLUDING 24 5 5 4 4 GB - GEILIN6 BEAM I=
o. 4R OF PRAMIN ABOVE AGis 1�IGNEDOM INiN AC40RRDY DOM At w/�RIDGE
PROVISION5 of cH.3 OF THE 6YP5UMBOARD) L/240 32 5 a 5 GOMBI - COMBINATION BOILER
2020 W.F.G.M. 19/32"- 1" Sd Common G"o.c 1 2" o.c
16 2 2 3 4 GT - COLLAR TIE
p. PARALIAM,MIGRAL.LAM OR WOOD STRUCTURAL_MEMBERS TO BE AS MANUFACTURED ALL OTHER STRUCTURAL MEMBERS L/240 2 3 4
BY TJI CORP.OR APPROVED EQUAL. I 1/8"- 1 114" 1 Od Sd Common G" o.c 12"o.c
a EXTERIOR WALLS,WIND LOADS WITH H/360 26 4 4 5 6 GDM �GYRBON MONOXIDE DETECTOR p
MATERIAL FOR STRUCTURAL MBA 15 TO BE IDENTIFIED IN AGGORDAMGE w/R502.1 p 2 26 3 3 4 5
ER
MATERIAL FOR LOAD BR6.STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN PLASTER OR STUCCO FINISH 2 2 3 DW - DISH WASHER
ACCORDANLGEw/R602.1. Other wall sheathing 16 3 3 4 4
r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCiNEV IN EXCESS 16 3 3 4 5 DN - DOWN
EN THE LIMITATIONS SPECIFIED IN FIG. PERMITTED
GUTS,NOTCHES,AND HOLES BORED IN I 1/2" Galv EXTERIOR WALL5,WIND LOADS WITH OTHER 24 26 3 4 5 6 FJ - FLOOR J015T
ENGINEERED WOOD PRODUCTS ARE NOT CONSIDERED
HE DE THE EFFECTS OF SUCH I 1/2"Structural Cellusic Fiberboard Sheathin 3 o.c G o.c BRITTLE FINISHES H/240 52 5 6 1
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DCS�16N OF THE MEMBER,IN g Roofing Nail FNDT - FOUNDATION
ACCORDANCE w/R502b2.STUD DRILLING 4 NOTCHING ARE ALSO TO COMPLY w/ L PR�RF. L36 M�eNeeuoNA59RPrb15aNrA9PSe. 10, 9
R602.6.(SEE VETAIU 1 3/4" Ga lv 1 TAMA7M W tT caHsnox ns AMK A PDW MV C W FIR - FIRE RATED 'L 1
s. IN ACCORDANCE w/SECTION R.312.13,REQUIRED WARDS FOR HANDRAILS ARE TO 25/32"Structural Cellusic Fiberboard Sheathing 3' o.c G o.c EXTERIOR WALLS WIND LOADS WITH Ae�LYMWL=0f1I (0h0X6r�•4r%.FAa t* AN''' .>
HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4.4:SPHERE Roofing Nail H/120 18SMY15VT NOW ORFTIEcansASSMY5ROTcarfecWTo HR - HOUR �
t. STAIR TREAD SHALL BE WS THICK CLEAR oAK,UNLESS NOTED. FLEXIBLE F I N I5HES nE WW AemaY,nE TM"lW WM OF MILS%KL W iMMM er
u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 1/2" Gypsum Wallboard 1 114 Screws 7" o,c 7"o.c IL i "AMMW�5MsTRAP HW - WATER HEATER
v. WALL 4 CEILING FINISHES ARE To HAVE A FLAME SPREAD CLASSIFICATION NOT 4 FOR.V&RffTetwLFraantMft LEE ARaoFSrN WXTO'MC2IM LAV - LAVATORY
GREATER THAN 200 IN ACCORDANCE w/R3o2A.4,4 A SMOKE DEVELOPED INDEX LINTELS 5UPPORTI NG MA50NRY VENEER .ueir mvim LWR TW JAa R+wlee Ler6M menu m 7w aAsaw5
NOT 6REATER THAN 450,IN AGCORDAW-E w/R302A.4.TESTING METHODS MUST 5/8" Gypsum Wallboard 15/8 Screws 7" o.c 7"o.c WA,-1_5 L/600 LHSTHAfDTr!NgC9PAR MIN - MINIMUM
COMPLY w/R302A.3 OG - ON CENTER
w. ALL CL05ET SHHEL.VES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. R - RANGE G
x. PROVIDE I 'WOOD u-°THES ROD IN ALL CLOSETS. Wood structural anels combination subfloor
y. CERAMIC TILE SURFACES 4 INSTALLATION ARE TO COMPLY w/R'702A OTHER p MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD5 REF - REFRIGERATOR ;P
FIN15IES TO COMPLY w/R7025,4 R102b. MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER (IN POUNDS PER SQUARE FOOT) TABLE R3015 RR - ROOF RAFTER `
Z. ANY CHANI6E5 TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 3/4" or Less Gd Common G" o.c 12" o.c SQUARE FOOT OF HORIZONTAL PRO.EGTION TABLE R301b
USE S5P - STRUCTURAL STEEL P05T i z
CY
EN61N�R BEFORE GHANkSE�• ARE MADE TO THE STRIUGTURE ON SITE. v- O
i�IDOFIN6 SIDING NOTES 7/8" - I" 8d Common G" o.c 12" o.c TRIBUTARY LOADED AREA UNINHABITABLE ATTICS WITHOUT 10 5D - SMOKE DETECTOR A3?y� 0
INI5GIUARE FEET FOR 5TORAGE YAG - VACUUM
a. ROOF COVERING MATERIALS ARE To COMPLY W SECTIONS R0102,R904,4 RcIO5 AND ROOF SLOPE ANYSTRUCTURAL MEMBER
ARE TO BE IDENTIFIED IN ACCORDAW,E w/R4O4.4.ROOF DRAINS ARE TO BE 1 118" - 1 1/4" 1 Od Common G" o.c 12" o.c I BIT TT G5 T 20 VIF - VERIFY IN FIELD
INSTALLED IN ACCORDANCE W W03.4.DRANN65 AND DETAILS TO BE 5UBMI I I. O TO 200 20 TO R 00 LIMITED 5TORAGE / lz
b. ASPHALT SHINGLE UNDER-L.AYMENT 15 To COMPLY w/SECTION R9052.3.Sl3F SEAL boo W - WA5HING MACHINE N
STRIPS AND FASTENERS ARE TO COMPLY w/R405.2.4 4 R610525.DETAILS OF For wood structural panel roof sheathing attached to gable end roof framing and to FLAT E RISE LESS THAN 20 I6 i2 SERVED WITH FIXED STAIRS WG - WATER CLOSET ,}
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES
OF 4/12, DOUBLE UNDER-LAYMENT 15 REQV.IN ACCORDANCE w/R9G5.2.1. THE REOV intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced 4 INCHES PER FOOT 0:5) BALCONIES I AND WP - WOOD POST .,,
UNDER-LAYMENT 15 TO CONFORM w/A5TMD226,D la1o,D486a,AND D6757,AND IF at Cinches on center where the ultimate design wind speed is less than 130 mph and DEGK`� 0° 3` - �'
APPLICABLE,TYPE CLASSIFICATION INDICATED IN AC.GORDANIGE w/TABLE R405.I.10U * - EGRESS WINDOW
o. FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or RI5E 4 INCHES PER FOOT 16 14 12 FIRE ESGAPES `� 2�
UNDBt-LAYMENT GETENTED TOGETHER,OR A 5ELF ADHESIVE POLYMER MODIFIE7 greater but less than 140 mph (I33) TO LESS THAN 12 00 �Dc-�9 PROPOSED 0
BITUMEN SHEET,15 To BE USED 4 15 To EXTEND FROM THE EAVES ID6E To 24"MIN. INGHE5 PER FOOT(1:1) GUARD IN-FILLCOMPONENTS 50
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACGORDANC,E w/R4o5.2.1. 4 PA55ENGER VEHIGI F GARAGES C\, EGRE55 WELL 0 1
d. FLASHING MATERIALS ARE TO BE CORROSION-RE515TANT AND INSTALLED IN �t LOAM
^ r•� ��ffnn��ff �wl�n� RISE 12 INGHE5 PER 12 12 12 ROO 5 OTHER T SL EP G N s M
ACCORDANCE w/R103b,R9032,4 Rao5.2.B. D SIGN LOADS .wsO H�1�IW FOOT 0:I)AND GREATER (� So .= (V
e. HOUSE WRAP MATERIAL OR BUILDING FELT 4 ITS INSTALLATION ARE TO COMPLY w/ 5LEEPING ROOMS 30 S `s O
DE-516N LOADS ARE IN COMPLIANCE W SEGTION5 R3013,R301.4 4 301S A S a" CV
f. NEATHER RE515TANT 51DIN6 ATTAGH4ffNT AND MIN.THICQNESS ARE TO Col"MY w/ ROOF LOAD5: ALLOWABLE DI3=L6GTiONS COMPLY w/SEcnoN R3018 5TAIR5 O O l��S� � s
��j�R7033.2Ai' SNOW LOAD 25 P5F-TABLE R301.2(5)2020 NY5RBG s
IN U°,A NOTES FLAT OR RISE<4' FOOT 20 PSF TABLE IR301b NYSRSG 3�11 ��2�'G- I ((�
a. ALL P_XTERRIOR WALLS,ROOF 4 FLOORS OVER UNCONDITIONED 5PAC-5 SHALL BE RISE 4"PER F00T ,3)TO LESS
INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM THAN 12 INGFIE5 PER FOOT(I,I) 16 P5F CLIMATE DATA �p C� (•� 3
SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER RISE 12'PER FOOT(I,I)AND 6REAT6R-12 P5F % J tY
GROUND SEISMIC M WINTER ICE BARRIER FLOOD AIR MEAN •O, � N
b. ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND GEILIN6 AROUND ATTIC LOADS: '. �� J
SNOW TOPO. SPECIAL WIND-BOM1E DESIGN WEATHERI FROST LINE TTMIITE DC516N UNDEiRLAYMENT HAZARDS tZING ANINNI
ALL BATHROOMS AND MECHANICAL ROOMS. STORAGE 20 P5F-TABLE 4-I ASGE(PAGE 13) � •.� o Y•
c. PROVIDE PERIMETER INSULATION AS FER CODE AT ALL FOUNDATION WALLS. NON STORAGE 10 PSF-TABLE 4-1 AWE(PAGE 13) LOAD EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEFTER Tit P REQUIRI=D INDF�C TEMP � m }
d. R-VALUES ARE SHOWN ON SECTIONS. FLOOR LOADS: `�j0 ,�j Im
20 PE 130 NO N10 WIND ZONE I B SEVERE 3 FAT N10D TO G YES YES I S OR 51 PDE6
e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-PINITI9R SIDE LIVE LOAD 40 P5F � Z � C
OF INS.IN ALL WALLS/FLOORS/ROOM/CEILIN65 IN AGGORDANICE w/SECTION R322. DEAD LOAD 10 F5F-TABLE 4-1 A56E(PAGE 13) MPH HEAVY a05.12 LE55 F �pia .'�. a
f. INSULATION MATERIAL 15 TO COMPLY w/SECTION F002.10 AND 15 TO HAVE A FLAME WALL LOAD5: `7 � a R < be
SPREAD INDEX M NOT TO EXCEED 25 w/A ASTH 4 STIP R INDEX NOT TO EXCEED DEAD LOAD 15 MF
MPH INSULATION AND F04ESTRATION REWIREMENT5 BY 2�3, /O, � M 0 o 0
450.TESTING METHODS MUST COMPLY rv/ASTM E84 STD OR UL 723.ALL EXPOSED WIND LOAD,
INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 FROM FIGURE R3 p� E(PAGE 40) CLIMATE FENESTRATION SKYLIGHT CEILING U WOOD WALL MA55 WALL FLOOR BASEMENT SLAB CRAWL SPADE SCALE:
WATT/GM.TESTING TO BE CARRIED OUT A5 PER A5TM EaTO STD.EXTERIOR t OM FIGURE R3012(4)2020 NY5 RE5117ETITIAL 6017E
H.1 u IWAA.ATIN�5IFFIINISH SYSTEM TO COMPLYw/R703.4. UPLIFT: WIND EXPOSURE V CATEGORY ZONE U-FACTOR U-FACTOR FACTOR FRAMER- R-VALUE R-VALUE R-VALUE R-�H t R-VALUE S PER PL
I�IIwyW AND DOOR 1�/I L.7 FROM AF 4 PA WOOD NAME CONSTRUCTION MANUAL
a. ALL WINDOWS AND SLIDING&LASS DOORS TO BE VINYL GLAD WOOD WITH SEISMIC LOAD: CATE60EN C 4 0.55 0,60 38 13 5/106 ICI 10/13G 10, 2FT 10/I5G
FROM FIGURE R30I 2(?)2020 NYS RESIDENTIAL 6017E
INSULATED GLASS,SCREENS 4 LACKS As MANUFACTURED BY ANHDERSEN OR �r0 .`� .F N
APPROVED EQUAL SIZES AND TYPES A5 INDICATED ON PLANS.UNLESS P S H yO
OTHERWISE NOTED.
b. ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY MODERATE LII`
%_
BENCHMARK,STANL.EY OR EQUAL.517E5 AND TYPES AS INDICATED ON PLANS. TERMITE: MODERATE
FULLY WEATHER-STRIPPED,LOOKS.UNLESS OTHERWISE NOTED. FR05T LINE DEPTH: 36 INCHES 4- v
c. ALL INTERIOR DOORS TO BE 1% THICK,HIOLLOW CORE,FLUSH BIRCH,U.O.N.ALL I W L-II°F ,•- y
DOOR JAMS AND BUCKS TO 13E CLEAR PINE. Ds REWIRED 90 y �
EWIMMRS NOTE - FOR ADDITIONS i ALTERATIONS ONLY LWW�SYN STUN �' MAINTAIN FINISHED U �* ��
THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR - - -- -'EXISTING TO REMAIN C , _SWITCH a0s O
LEGALIZE THIS FaxisTTNG STRUCTURE. - - - - -'EXISTING TO 8E REMOVED ""ff'' D I 1ul 0
STORAGE BASEMENT �- �4 77 �.
��
PROP 2X4 OR 2X6 STUD WALL W/)s D-DIMMER SWITCH �
BEFORE DE516NIN1G BEGINS,THE ENTIRE STRUCTURE 15 MEAASURED AND EXISTING GYPSUM BOARD TO BE INSTALLED '1' - l TITLE
CONDITIONS ARE DRAWN. THE BUILDING STRUCTURE AND ITS 5TRUGTURAL INTEGRITY - EXISTING STUD WALL TO BE
ARE VISUALLY INSPECTED AND NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE 3-THREE WAY SWITCH ,> SITE PLAN
ADDRESSED AND REMEDIES ARE NOTED ON THE PLAN. REPLACED W/FINISHEES TT
DETAILS
-EXISTING REPLACE FIN1541 /INSULATION
NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR � _j NOTES
INSPECTION BY THE ENGINEER. THEREFORE,ENGINEERS LOOK FOR GLUES,FOR TREAT W/SMOKE 4 MOLD REME.DIATION -JUNCTION BOX IN GEILIN6 u 1
EXAMPLE, CRACKS,DIFFERENTIAL SETTLEMENT,GRUMBLING,ETC-SUGGEST THAT '--CAST-IN-PLACE CONCRETE I 1
t THE FOUNDATION6MAY NEED
To AY BE BE REPAIRED, DONE ORILING OR NG OVER TIME. THE REINFORCED,WHICH WILL BE -5/6"TYt'E W FIRED RATED GYPSUM 130ARD SDt� -HARD WIRED SMOKE DETECTOR DWG. NO.:
SHOWN ON THE DRANNL65. THIS 15 ONE OF MANY OF THE ENGINEERS ROLES IN A
PROJECT. � -DUPLEX RECEPTACLE 5DGM0 BARD WIRED 4 CARBON MONOXIDE //��
DETECTOR GOM190 �s1 ' FLAN
THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE (� L> �G OGLE GRaND V/ TE ' ` A 01. 01
PRECAUTION
H SOUND AS FAR O THEE THAT THIS
TR THIS PROJECT. IF A "" FAULT INTERLUPTER E.F.(D -c:wr.T FAN(So GFM MIN) NOTE: 51TE PLAN DATA PROVIDED BY SURVEY FROM JOHN T. METZGER DATED JUNE 24, ICICI7 SCALE= 1:20
PRECAUTION HAS BEEN TAKEN TO INSURE THAT THIS STRUCTURE 15 SAFE. IF A
CONDITION 15 DISCOVERED DURING DEMOLITION,CONISTiRUGTION OR INSPECTION BY - 2 6AN6 QUAD RECEPTACLE
A BUILDIN6 INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN / M / -ELECTRIC&ARA6E DOOR OPENER
WRITING 50 THE CONDITION OR CONDITIONS CAN BE RECTIFIED. ® -SOLAR TUBE
SHEET: 1 OF 3
i•l cri
DOOR
LOCATION
TBD T w
5D
o BEDiz OM GL
nl RELOCATE FIREPLACE
� AGGESS '
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ff II �� WIEGRESS r•• 3
I NDOW B WELL I 13-3 ,.-°._ i z
'MT2640 5EE DETAIL10
I I � 7
5TORLE
PARTIAL. f=RCNT ELEVATION
RELOCATED z
Z
NOTE: ALL CONDITIONS ARE EXISTING UNLE55 OTHERWISE NOTED SCALE= Y4" = I'-O" ATTIC AGGESS - F
VERIFY a
LOCATION WITH
OWNER
PARTIAL. f= 1R5—TFL00R FLAN , o_j
NOTE: ALL CONDITIONS ARE EXISTING UNLE55 OTHERWISE NOTED SCALE Y4" = I'-O" O O +wU
F- —
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a. MINIMUM �,c 34'c Q , O O
OPERABLE AREA MiwrUrt 5V-0" A ���u �#
5.1 50. FT. (5EE
EXCEPTION) r--------I --------, fE m O F- 0
b. MINIMUM OPENING / Z D O N
HEIGHT 24° r-'------ I---------I u m
c. MINIMUM OPENING /� I-_---_�— —�-- _-I Z O Q D >n
WIDTH 20" oPe<AeiF ,
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AREA
d. MAXIMUM SILL • ..
IG O 44 \/ —
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WITHOUT KEYS OR H 1 ` — d
TOOLS HNIK 917E KH" KNHH si ze WINDOW
FOR 20'CLEAR HEI6Hr �$ FOR 24%CLEAR HEI6HT
--------------------------- ---- -----------------------------� I L---J I
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i,,y,,`.'.• :ti•: :+ :! ter..
�— — — — SEE DETAIL. --- -------------------- ----- ---- ------------------------
HELL DETAIL }' I1` I SOFFIT I :'•
WINDOW WELL SIDE PANELS •'
M15T EXTEND 4 INCHES ABOVE I I I 121
-01
I
6RADE LEVEL.GRADE MUST BE
SLOPM AWAY FROM HELL. -4" ———
DONWSPOUT5MU5TALSOBE ` . X 0 I ------------ --- a ----- -- — ---- `• I
DIRECTED AWAY FROM WELL ( ;y I -
cv I d)
rl. tL 4X4 AGG2 WP ON w•: Z
O I O
® TOP OF 12"
slLco FOOTING 8" DEEP ----------------- ----- ----------------------
OIL.
STAKPEL - TYP OF 3 I FIx
HEIGHT �'�'S I I I
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WINDOW
EGRESS I WINDow W3 1 ,.�. (2)2X8
BASEMENT
SYSTEM
FIN15HEM 5TORA64
4a'4 USE% GLEAN
_ FREE-VMNIN644' IMH ROCK
STONE .
FROM FLOOR TO WINDOW ..' AT LEASO T�WIDTH I " m I N
SILL TO MEET EGRESS AROUND V�IJ FILL 1 s p
CODE REQUIREMENTS TO DEPTH OF GONG HW I I (V
FOOTI I I SLAB I I co
NOTEi HELLS GAN BE I •,ti, i I 7D
INSTALLED LOWER THAN THE PROPOSED 6-g::
�ca IT o HELPf I ,� I i I �� EGRESS I m
". - - - — - --� 7=4 — — - - - - - — I - - - - WINDOW— z a
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STORM SWrrM DETAIL - FOR HONE ONE MILE FROM ANY 5HORELI �- — — — — — — — —� — — — — — — '—r — — GMT — .— — — —
CEDAR WINDOW TRIM
/ WWo TAINLESS STEEL E1'E4100KS o 126 Or, I
PROP BILGO fly
-- - - - ns sc�u E�� I I STAKWEL E6RE55 S C y O
FASTENER SPACING nNGFS) I I WINDOW WELL EGRESS a'P j ��
FASTBER PANEL 2'i 4'< b'< L_-------------------------------J WINDOW WELL SYSTEM
TYPE I.r
— _ — — 12A,N SP P P 5EE DETAIL , �y
— — // > Q-
Lg.RAM� � Ib Ib 12 a FO 7706
PLYwooD P400 WOOD ib Ib Ib 12
SCRENS
PANEL TO D E.
•FOR scREw D"sHUTT>=Rs o
FLOOR PLANS
PASEMENT 1=1.00K FLAN
-- NOTE: ALL GONDITIONS ARE EXISTING UNLE55 OTHERWISE NOTED SGALE= Y4" = I'-O"
DWG. NO.:
• STANLEY 61-4500
STORM PANEL HARDWARE
A-02. 01
[SHEET: 2 OF 3
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cl
SECTION "A-All PARTIAL. r-RONT EL.EVATION
Z
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dJ R13INSULATION `� o
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- SEE DETAIL y2" PLYWOOD VERIFY WITH OWNER
2X4 SOLE PLATE
FIN FLOOR
(2)2X8 EXISTING T 046+_T 046♦
DOOR TO BE CONTRACTOR TO
REMOVED REMOVE SIDING
AND REPLAGE
R38G - INSULATION
4X4 AGO WP ON
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TYPOF3
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" NOTE: ALL CONDITIONS ARE EXISTING UNLESS OTHERWISE NOTED SCALE= y4"
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POST AW.,+ R DETAIL W 1 N
NOTE: ALL CONDITIONS ARE EXISTING UNLE55 OTHERWISE NOTED SCALE= y4"
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IOd NAILS ALL HOLES
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SEALANT
��Aver STRAP ClAp STOP SEALANT BEAD OF DEGKIN6 BOLTS • OW5 LACR C(2) AT r- i
PLATE CONTINUOUS MINIMAL 6I P05T/FOOTING GONN. EACH END Od NAILS ALL
FRAMING EXPANDING FOAM AT WINDOW HOLESaips
FOR 2 x b' WINDOW 11�1IT A5 AIR BARRIER 61 ER
BOTHTYPICAL SUH28R O 16' Or,
LINTS LINTEL GONTINIU5 O MINIMAL 2X LEDGER WITH A 77006 Qom?
t)SE six M3•BUt9 EM'ANDING FOAM AT WINDOW 2'MIN o FASTENERS IN
EACH PERIMETER KCC SERIES COLUMN GAP ACCORDANCE WITH �•
X o' Ri
cOr� BEAD OF lad NAILS ALL HOLD`'SEALANT o TABLE Rio i2 FLOOR PLANS
SNiLS CONTINUOUS BEAD OF HOOD POST LOCATIONS MIN
N"I50LB
EAe,H END 51LL PLATE TRe1P ADHESIVE PAU SERIES POST ANCHOR CAPACITY
C
AFI2 o.a. TRFATW I GRADE
T PREDRILLED %NtO LAG SCREW
. BOTTOM PLATE CONTINUOUS BEAD OF W/MIN 5" PENETRATION TO
PULL.- M+=TAL JOST SEALANT i CONCRETE FOOTING CENTER
LENGTH HANGERS OR
WALL TREATED ANCHOR BOLT DWG. NO.:
9�y SCRIPPPLE NTINUOUS BEAD OF
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