HomeMy WebLinkAbout49454-Z o��g�FFOL�-CO ` Town of Southold 6/20/2024
a Gy< P.O.Box 1179
Co 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45290 Date: 6/20/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 265 Factory Ave,Mattituck
SCTM#: 473889 Sec/Block/Lot: 122.-6-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated.
5/5/2023 pursuant to which Building Permit No. 49454 dated 7/7/2023
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:
"as built"additions and alterations, including covered front entry and side entry;to existing single family dwelling as
applied for.
The certificate is issued to Mid Atlantic LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 49454 6/18/2024
PLUMBERS CERTIFICATION DATED 6/3/2024 Tod J.Haines
Au o ze 'gnature
�gOFoc�co TOWN OF SOUTHOLD
BUILDING DEPARTMENT
H x TOWN CLERK'S OFFICE
"oy • o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49454 Date: 7/7/2023
Permission is hereby granted to:
Mills, Mary
Attn:'John Boudreau POA
265 Factory Ave
1
Mattituck, NY 11952
To: legalize "as built" additions and alterations to existing single-family dwelling as applied
for. Additional certification may be required.
At premises located at:
265 Factory Ave, Mattituck
SCTM #473889
Sec/Block/Lot# 122.-6-7
Pursuant to application dated 5/5/2023 and approved by the Building Inspector.
To expire on 1/5/2025.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $986.40
CO-ALTERATION TO DWELLING $50.00
Total: $1,036.40
Building Inspector
pF SO!/r�ol
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Jamesh ,-southoldtownny.gov
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Mid Alantic LLC.
Address: 265 Factory Ave city:Mattituck st: New York zip: 11952
Building Permit#: 49454 Section: 122 Block: 6 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Mid Alantic LLC. Electrician: Todd Haimes License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor 1 st Floor Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200a Heat Duplec Recpt 26 Ceiling Fixtures 5 Bath Exhaust Fan 2
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 7 Smoke Detectors 5
Main Panel 20081 A/C Condenser 3 Single Recpt Recessed Fixtures 24 CO2 Detectors
Sub Panel A/C Blower 3 Range Recpt Ceiling Fan 1 Combo Smoke/CO
Transfer Switch UC Lights aft Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 30 4'LED Exit Fixtures Sump Pump
Other Equipment: 1 50amp ev charger, 1 oven, 1 dishwasher, 1 fridge, 1 micro
3 mini splits
Notes: HOUSE
Inspector Signature: p � Date: July 15, 2024
265 facytory ave
Town Hall Annex �� OGy Telephone 631( )
765-1802
54375 Main Road o
P.O. Box 1179 H
Southold,NY 11971-0959 •
U 'WILDING DEPARTMENT
TOWN OF SOUTHOLD
JUN - l 2024
CERTIF CATION
13ulldin9®epartment
Town of Southold /a��
Date:
i
Building Permit No.
Owner; 3:4k� A)�hw7l L
�-- (Please rint)
Plumber:
(Please print)
I certify that the solder used in the water supply system contain s than 2/10 of 1%lead.
9mbers ignature)
Sworn to before me this
day o�V1.rl , 20�
Notary Public, County
CONNIE D.BUNCH
Notary Public,State of New York
No.01 BU6185050
Qualified in Suffolk County
Commission Expires April 14,2 -
--
"4 4 * * TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPEC" N
[ ] FOUNDATION 1ST ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION/CAULKING
[ FRAMINr FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
VI�bVtQ,
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DATE V)! INSPECTOR
SO
q!54 f i&c+or
OF UTyo� 4* # TOWN OF SOUTHOLD-
i&LDING DEPT.
`ycou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] .:FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS. u5t A- Neu serorcf-
DATE ` l0`�� INSPECTOR
OF SOUTyOIo
'F
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL
REMARKS:
DATE I INSPECTOR
ho�aUF SOUTyo�
* TOWN OF SOUTHOLD BUILDING DEPT.
`ycou 631-765-1802
qo�q�4 INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND VFINAL
ULATION/CAULKING
FRAMING /STRAPPING
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION n[ ] PRE C/O [ ] RENTAL
REMARKS: �h✓ �- ® S�
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DATES '� INSPECTOR
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-TOWN OF-SOUTHOLD BUIL ING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION'1ST/ REBAR [ ] ROUGH PLBG.
[. ] ..FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ .] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
R MARKS:_
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# TOWN OF .SOUTHOL iglYILDING DEPT.
CoUHiV N 631-765-1802
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INSPECTION '
[ ] FOUNDATION 1 ST/ REBAR [ .] ROUGH PLBG.
. ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL(ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
. REMARKS:
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FOUNDATION (2ND)
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p•�g�F Ot � TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
o o� �ap¢� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.g ov
Date t
APPLICATION FOR BUILDING PERMIT
L� s� i� i�
qor Office Use Only
PERMIT NO. 4 Building Inspector: �
�,
�'
-pl �D
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant.s riot the owner,an r Lo�'�OF� �3�
Owner's Authoriiation-form(Page 2)shall be completed.
Date:
OWNER(S)OF P OPER : =Name,Mj� SCTM#1000- '-0 1r1
Project Address:
Phone#: 5 -rs ' ' 3- Email: s, ,
_.... ._ . _ \' _
Mailing Address:
CONTACT,PERSON:
Name:
Mailing Address: ~'
Phone#: 5 Email:
DESIGN PROFESSIONAL.INFORMATION:
Name:..Ta }._. _ -
Mailing Address: aw
Phone#: _ �� d o Email®MALt4-4 tp WAi L
CONTRACTOR INFORMATION: '
Name:'
l -
Mailing Address: �.�
Phone#: � _ Email: n,I
DESCRIPTION OF PROPOSED CONSTRUCTION
El New Stru ure ❑Addition "Alteration ❑Repair *emolition Estimated Cost of Project:
ClOther L�([� - ' Gt — $ - . —i-.. _
Will the lot be re-graded? ❑Yes b(No 'Will excess fill be removed from premises? ❑Yes VNo
1 '
. PROPERTY INFORMATION,
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
ID
this property? ❑Yes rNo IF YES, PROVIDE A COPY.
IXICheckBox After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department.for-the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,county,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)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): /- ,-h47 . r, ❑Authorized Agent wrier
Signature of Applicant: Date:
STATE OF NEW YORK)
COUNTY O [— )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)heIsthe ,
(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
41qay
of
Notary Pu li
O RAH A.WOJCIK
Notary Public,State of New York
No.4990159 S
PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County
(Where the applicant is not the owner) Commission Expires Dec.30,Z
01
I, residing at
do hereby authorize, to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
i
��o�oSUFEOL,��oGy BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
o Town Hall Annex-54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roaerrOsoutholdtownnv.aov- seandO-southoldtownnv.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFO MATION (All Information Required) Date: ap
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: -rj request an email copy of Certificate of Compliance
Elec. Address.: 9 '944
JOB SITE INFORMATION A(All Information Required)
Name: D
Address:
Cross Street:
Phone No.:
Bldg.Permit#: "L�. email.
Tax Ma District: 1000 SSection: ova Block: Lot:
BRIEF DESCRIPTION OF WO K, INCLUDE SQUARE FOOTAGE (please Print Clearly):
tWU
MP r S uare Footage:
Circle All That Apply: Af- V -
Is job ready for inspection?: YES❑NO Rough'ln %FI
Do you need a Temp Certificate?: El YES NO Issued On
Temp Information: (All information required) �J
Service Size ' 1 Ph❑3 Ph Size:C�2�A #Meters .L► Old Meter#
gNew Service[]Fi a Reconnect[]Flood ReconnectOService Reconnect Ounderground -verhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y // N
Additional Information:
PAYMENT DUE WITH APPLICATION '2T
as b r� es
z , 0 K �k
q12 3 ?C"-O&V4 oPO
,&,,-- - 5,b rcC-d* /05" i
rcc-A-- I os979 Z
PERMIT 4 Address:
Switches
Outlets
G F I's l ITI-----1
Surface
Sconces `.�� 1�
HH's
UC Lts
Fans
Fridge HW
I` Oven l WAD
Exhaust 61
11 DW Mini
Smokes '
Micro 1 Generator
_arbon 1
Cooktop Transfer
-ombo
Service
\C qH Hood
Amps Have Usec
,pecial::omments r_� `L �
OS11fFOL,Y�, BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
c Town Hall Annex-54375 Main Road - PO Box 1179
^� Southold, New York 11971-0959
®y�v Telephone (631) 765-1802 - FAX (631) 765-9502
roaerraa southoldtownny.00v - seandasoutholdtownnv.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFO MATION (All Information Required) Date: apa,
Company Name: 0
Electrician's Name:
License' No.: Elec. email:
Elec. Phone No: ! - request an email copy of Certificate of Compliance
Elec. Address.: -944
JOB SITE INFORMATION (All Information Required)
Name: D I
Address:
Cross Street: LAC,K �(
Phone No.:
Bldg.Permit#: 494E �. email.
Tax Map District: 1000 SSection:. a,7., Block: Lot:
BRIEF DESCRIPTION OF WO_ K, INCLUDE SQUARE FOOTAGE (P easre Print Clearly):
l 7V 9"'� AY5 Q06 wL 95b m(
MSi a*AMP A154� T6YWC-15— S uare Footage:
Circle All That Apply: r
Is job ready for inspection?: YES 0 NO Rough In F' I
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service Size 1 Ph❑3 Ph Size:(R��A #Meters Old Meter#
gNew Service[7FFeReconnectE]Flood ReconnectElService ReconnectOunderground verhead
#Underground Laterals M 1 M2 H Frame Pole Work done on Service? Y N
Additional information:
PAYMENT DUE WITH APPLICATION ZS
6
K d�
1 � � rce_- 9*�- I 0497S3 2
S.C.T.M. NO. DISTRICT: 1000 SECTION: 122 BLOCK: 6 LOT(S): 7
CONC. SIDEWALK U P
CONC. CURB
FACTORY AVE
EDGE OF PAVEMENT
_— REBAR WALL S S 17°53'20" E ASPHALT
_ APRON 90.00
C x _x x--x X xXX x
x x MOH.
�9'W 6'CHAINLINK FE CE —x
0'91S 2 9 W 255.52'
0.4 N
con
0
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COVERED CON C.
ai
O STOOP
WALL 20•5' w
D OIL
w m Q
1 STY v
FRAME::.:.:; 27.9'
v ` .'.DWELLING
#265 v
c 13.2'.
ON :•'BILCO
LAND N/F
O OF
tT] 28.2' 20,5' J. AYTULIN
CONC. p
LAND N/F STOOP O I w
OF I O I Q
S.RAY I I U U
X I oULU-
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6'CHAINLINK FENCE OIL
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-- - ---------x x 0.9'E
N 18°25'20" W 150.00'
LAND N/F
OF THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
STRONGS#9605 MAIN ROAD LLC LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA: 21,487.33 SQ.FT. or 0.49 ACRES ELEVA77ON DATUM:
UNAUTHORIZED ALTFRA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS7777J77ON
LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS7777/770N, GUARANTEES ARE NOT TRANSFERABLE.
774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUC7VRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S7RUC7URES OR AND 0774ER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY
SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: MID ATLANTIC LLC;
MAP OF:
FILED:
SITUATED AT:MATTITUCK
TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK oe Professional Land Surveying and Design
+ f P.O. Box 151 Aquebogue, New York 11931
FILE #223-08 SCALE:1 "=20' DATE: 1„=20' PHONE (831)298-1588 .FAX (631)`298-1588
N.Y.S. LISC. NO. 050882
r"
PRIVATE
NC
E E
RE51E)ENCE
AP R VED AS NOTED
DATE: �B.P.# � ��
rFE. b BY: 2 FACTOi;R*' AVENUE
Nt>TIFY BUILDING DEPARTMENT TNO
MTTI"rUCK
IN T E IL = 5.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: NEW ",rOIRp
K 11952
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
ROUGH - FRAMING & PLUMBING
INSULATION JO MACHINIST
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. ARCHITECT
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW 30 Smith Road,Pecor is NY 11958(212)355-7171
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF -�
NEW YORK STATE & TOWN CODES f c
AS REQUIRED AND CONDITIONS OF c ��u
TRUSTEES
BUILDING DEPARTMENT NOTES:
OCCUPANCY OR �:dditional
1. ALTERATION LEVEL-2, PER 2020 EXISTING BUILDING CODE OF NYS AND 2020 RESIDENTIAL BUILDING CODE OF NYS US
I�+ UNLAWFUL
AND APPENDIX J. .G �7
Certification
2. ALL NEW STRUCTURAL COMPONENTS SHALL MEET 2020 RESIDENTIAL BUILDING CODE OF NYS REQUIREMENTS. WITHOUT CER�i'I�ICA�'E 1!y Bc Required.
OF OCCUPANCY •••�'•��,
3.THIS PROJECT SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THE 2020 NYS ENERGY CONSERVATION ,���`• "I
CONSTRUCTION CODE FOR SINGLE-FAMILY RESIDENTIAL BUILDINGS. w,awG`S��RED ARpy�r���� -
www q,tAACy��
4.ALL NEW PLUMBING WORK SHALL BE IN STRICT ACCORDANCE WITH NYS BUILDING AND PLUMBING CODES..
5. CHANGES IN DIRECTION IN DRAINAGE PIPINGS SHALL BE MADE BY THE APPROPRIATE USE OF 45 DEGREE WYES, RE'TAtIl STORIA VjMtR RUNOFF
LONG SWEEPS, SHORT SWEEPS, SIXTH, QUARTER, EIGHTH OR SIXTEENTH BENDS+/-OR BY COMBINATION OF THESE
OR EQUIVALENT FITTINGS. PURSUANT TO CHAPTER 236 >
Of THE TOWN CODE. o01460o�
6. ALL NEW ELECTRICAL WORK TO COMPLY WITH AND MEET NYS ELECTRICAL CODE,AND UL REQUIREMENTS; ALL y rHE S •�•••`
ELECTRIC WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE. ��"""'�••
7. IF USED, G.C.TO INSTALL ENGINEERED LUMBER(OR TRUSS CONSTRUCTION IF APPROPRIATE) PLACARD AT Li .
ELECTRIC METER PER NYSDOS. 265 FACTORY AVENUE, MATTITUCK N.Y ALL PLUMBING WASTE.,,;._.
_.. - & NEED
8. PROVIDE AN AS-BUILT SURVEYAT COMPLETION OF PROJECTAS REQUIRED, PRIOR TO ISSUANCE OF NEW T XING BEFORE COUEF Ini,-;
�"'-��'�
CERTIFICATE OF OCCUPANCY --- i �__ - � EXISTING ZONING -
R40
+ + DISTRICT# = 1000
ENERGY ANALYSIS IIN COMPLIANCE WITH 2O20 NYS-ECC `r j { SECTION = 122
CLIMATE ZONE 4 j ,I �(i BLOCK = 06
WALL- ,� � � � I ; ,I LOT = 07
1. ALT.TYPE#2 INCLUDES MINIMAL CHANGES TO THE EXISTING BUILDING ENVELOPE; EXISTING EXTERIOR L NEW i ( - I �-.-1 j I p;
CAVITY INSULATION AND EXTERIOR CONTINUOUS INSULATION BOARD; EXISTING FLOOR FRAMING WITH NEW CAVITY EXISTING LOT AREA = 21,487.33 SF (0.49 ACRES)
INSULATION; EXISTING ROOF FRAMING TO BE SISTERED WITH NEW FRAMING TO ALLOW FOR CAVITY INSULATION. ALL
NEW PELLA LIFESTYLE SERIES WINDOWSAND PATIO DOOR,ADVANCED LOW E4, MINIMUM UVALUE-0.30 AND SHGC
=0.30, ENERGY STAR RATED.; UNFINISHED BASEMENTAND CRAWL SPACES TO REMAIN. - --'" ; I BUILDING AREA COVERAGE PER SS 280-4 :
i
2. -PRESCRIPTIVE ENERGY CODE ANALYSIS IS CONSIDERED WITH NYS ECCC R402.1.2: NEW ADDITION=WALLS=R-23
CAVITY;CEILING/ROOF=R-49, BASEMENT/FOUNDATION WALLS (66 INCHES BELOW GRADE)=R-10 INTERIOR CAVITY AND EXISTING PRIMARY BLDG COVERAGE - 982 GSF
R-19 IN NEW FLOOR STRUCTURE.
(INCL: 1ST FLOOR LEVEL+ PORCH(S))
3. EXISTING BUILDING MECHANICAL SYSTEMS TO BE REPLACED WITH THREE-ZONE HEAT-PUMP SPLIT ELECTRICAL UNIT.
KITCHEN EXHAUST HOOD WITH MICROWAVE TO BE THRU-WALL DUCTED, NEW ELECTRIC 80 GAL DOMESTIC HOT WATER
HEATER AND ELECTRIC:COOKING RANGE. NO FUEL BURNING EQUIPMENT. -�_ ! TOTAL PRIMARY+ACCESSORY_ BLDGS= 2,677 GSF
4. ALL NEW INSTALLED LIGHTING FIXTURES TO BE HIGH EFFICACY LAMPS, LED OR FLUORESCENT TYPE LAMPS.
- PERCENTAGE OF LOT COVERAGE = 2.19 %
mot_
SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NOTES: m U5{" C bMP Y
w 1 D� 026 a �u�S
1
10 le4 /� JJ REFER TO DRAWING AS-001 FOR ZONI
1. DWELLING UNIT SHALL BE PROVIDED WITH MO NG CHART
E DETECTORS AS PER NYS RESIDENTIAL CODE. SMOKE AND CO
FLOOR. SMOKE DETECTORS MUST BE PROVIDED DETECTORS MUST BE(PROVIDED WITHINA5-FEE-T OF THE PRIMARY ENTRANCE OF EACH BEDROOM AND ONE PER -. 6.29.202 UPDATED AND RE-ISSUED FOR REVIEWBURN BURNING EQUIPMENT, NO CARBON MONOXIDE DETECTOR SCREQUIRED.M, HOWEVER SINCE THERE IS NO FUEL- PLUMBER CERTIFIOATIO+N
3. ALL NEW SMOKE DETECTORS SHALL BE HARD-WIRED,AND INTERCONNECTED,AN MAY BE WALL OR CEILING ON,LEAD CONTENT BEFORE 5.02.202 15SUED 1=0R SUBMITTAL REVIEW
MOUNTED PER-NFP'A-#i74-q980-r
S, rl�e
�e�Q �G J� C�RTI�'ICA7'E OFOCCUPANi✓Y
� 31� � a �aa ��
` q SOLDER USED IN,WATER 04.I1.2023 ISSUED 1=0R REVIEW
SUPPLY SYSTEM CANNOT
EXCEED 2110 OF 1%LEAD. ISSUES AND REVISIONS:
D RAW I N G INDEX 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE
TABLE R-402.1.2 ELECTRICAL
,f�D€-GEAR °TES INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT INSPECTION REQUIRED
G-001 NYS ENERGY CODE AND FRAMING FOR WIND NOTES, FROFOSED Ii\lTERCR
PLU BIN R SE DIAGRAM GLAZED �I \ / /�
�� FENESTRATION SKYLIGHT FENESTRATION ROOF/CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SLAB R-VALUE CRAWL SPACE Mov xr doa: I `tU 1� /"'tTlON5
�G P AL 1 G &Albs A-"�T CLIMATE ZONE U-FACTOR U-FACTOR SHGC R-VALUE WALL R-VALUE' R-VALUE R-VALUE WALL R VALUE AND DEPTH WALL R-VALUE
G-003 TYPICAL SEALING DETAILS 4A 0.32 0.55 0.40 49 20 OR 13+5 8/13 19 10/13 10,2 FT 10/13 and ductt•,rort;
testing required.
G-004 SPECIFICATIONS PROPOSED 0.30 NA 0.30 *38-CEILING/ATTIC 15+2.7 NA 21 NA NA NA
AS-001 ARCHITECTURAL SITE PLAN AND ZONING CHART *PER N1102.2.1 CEILINGS WITH ATTIC SPACES: IF R-49 REQUIRED, INSTALLING R-38 OVER 100 PERCENT OF THE CEILING AREA REQUIRING
EX-101 EXISTING FLOOR PLAN AND ELEVATIONS INSULATION SHALL SATISFY REQTOF R-49, PROVIDED FULL HEIGHT OF R-28INSULATION EXTENDS OVER WALL TOP PLATE AT THE EAVES. Must provide Manual,,, TITLE SHEET,
A-100 BASEMENT AND FIRST FLOOR PLAN VILLAGE OF SOUTHHOLD D, J and S as per ENERGY CODE
A-101 ROOF PLAN AND DETAILS 2020 NYS CODES - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (EFFECTIVE 5/2020) TABLE R301.2(1) NYS Energy Code
A-201 EXTERIOR ELEVATIONS, WINDOW SCHEDULE GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM CLIMATE ZONE ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL CHART, NOTES
A-301 BUILDING SECTIONS LOAD CATEGORY TABLE C301.1 UNDERLAYMENT HAZARDS INDEX TEMP
TO SPECIAL WIND WIND-BORNE (RCNY ONLY) WEATHERING LINE TERMITE REQUIRED All exterior lightinlT
SPEED(MPH) EOFCERCATPS IC REGION DEBRIS ZONE DEPTH installed,replaced or
25 120-125 MPH NO *YES NO C F SEVERE 36" MOD TO HEAVY 4A YES ** repaired shall conform
to Chapter 172
*WIND SPEEDS HIGHER THAN THE DERIVED VALUES TAKEN FROM SECTION 1609 OF THE IBC AND FIGURE of the Town Code
R301.2(4)A OF THE IRC ARE LIKELY TO OCCUR AND SHOULD BE CONSIDERED IN THE DESIGN.
JOB NO.: DWG. Nr
DATE:
04.14. 2023
SCALE: AS NOTED
ply wd � DRAINING BY:
E(Wr
S-�YM40_n dc $v Otte V
Aad rn I w%n�lows ��s• (a ��
I�_Y;eos
9
R402.4.1.1 1nstallati m
FR Al"IING FOR WIND - SPEGIFIG NOTE&
R402.4.1 .1 Installation REFERENCES: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY STRUCTURES,2001. PRIVATE
The components of the building thermar envelope as indicated in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria indicated in Table R402.4.1.1,as applicable to the method of 1. RIDGE-TO-RAFTER ASSEMBLY: RE,51E
1 ♦construction.'Whererequired by the building official,an approved third parry shall inspect all components and verify 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE 3.4&UFCM). D l/VI
compliance. WHEN A COLLAR TIE 6 USED IN LUE OF A RIDGE STRAP,THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF THE
TABLE R402.4.1.1 COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF Sd NAILS IN THE STRAP.
AIR BARRIER AND INSULATION INSTALLATIONe 2. RAFTER-TO-WALL ASSEMBLY:
INSULATION INSTALLATION LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR TRUSS TO TOP PLATE SHALL BE IN
COMPONENT AIR BARRIER CRITERIA CRITERIA ACCORDANCE W/TABLE 33.(WFCM). WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR
TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD
A continuous air barrier shall be installed in WITH UPLIFT CONNECTIONS. ROOFS OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT
the building CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c IWFCM). 26E� GT O� VENU
envelope.
Air-permeable insulation shall not be
The exterior thermal envelope contains a }� �-}-I���
General requirements used as a 3. WALL-TO-WALL ASSEMBLY:
continuous sealing material. WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN
air barrio. ACCORDANCE WITH TABLE 3.3b&UFCM). WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW,THE STUDS SHALL NEW �OfR K 11952
Breaks or joints in the air barrier shall be BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3
sealed.
IWFCM).
The air barrier in any dropped ceiling or soffit
shall be 4. WALL ASSEMBLY TO FOUNDATION: JO MACHINIST
aligned with the insulation and any gaps in FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE WITH UPLIFT
the air barrier The insulation in any dropped CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF-1 INCHES IN CONCRETE FOUNDATION AND SLAB-ON- A R C H I T E C T
Ceiling/attic shall be sealed. ceiling/soffit shall be GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR LAPPED UNDER THE PLATE AND NAILED IN
Access openings,drop down stairs or knee aligned with the air barrier. ACCORDANCE WITH TABLE 33b&)FCM). WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH 30 Smith Road.,Peconic NY 11958(212)355-7171
wall doors SQUARE WASHERS SHALL BE USED WITH THE ANCHOR BOLTS. ANCHOR BOLT SPACING AND SIZED TO BE IN
to unconditioned attic spaces shall be ACCORDANCE TO TABLE 3.2a(WFCM). IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12
sealed. INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS.
Cavities within corners and headers 5. TYPE I EXTERIOR SHEAR WALL CONNECTIONS:
of frame walls TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 1/16 INCH WOOD STRUCTURAL PANEL ON THE EXTERIOR
shall be insulated by completely ATTACHED WITH 8d COMMON NAILS AT 6"O.G.AT THE PANEL EDGES AND 12"D.G.IN THE FIELD,AND 1/2 INCH GYPSUM
filling the cavity WALLBOARD ON THE INTERIOR ATTACHED WITH 5d COMMON NAILS AT T O.G.AT PANEL EDGES AND 10"O.G.IN THE FIELD SHALL
The junction of the foundation and sill plate with a material having a thermal BE IN ACCORDANCE WITH THE LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15a-b MFG".
shall be sealed. resistance,
The junction of the top plate and the top of R-value,of not less than R-3 per Walls 6.TYPE II EXTERIOR SHEAR WALL CONNECTIONS:
� exterior walls inch.
TYPE If EXTERIOR SHEAR-WALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.I5a-b TIMES THE APPROPRIATE LENGTH
shall be sealed. Exterior thermal envelope insulation ADJUSTMENT FACTORS IN TABLE 3.16 VFCM).
Knee walls shall be sealed. for framed walls
shall be installed in substantial "I.INTERIOR SHEAR WALL CONNECTIONS:
contact and ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 IINYSRG)SHALL BE PERMITTED TO BE INCREASED WHEN
continuous alignment with the air INTERIOR SHEAR-WALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4
barrier. RESPECTIVELY.
The space between framing and skylights,
Windows,skylights and and the jambs - S. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: °°r•�+�•�r��
doors i D ARCy�of windows and doors,shall be sealed. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH ,`•�•��`$
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. TABLE 3.5(WFCM). WINDOW SILL PLATES SHALL HAVE STEEL CONNECTORS IN ACCORDANCE WITH TABLE 3.5. �� �� MAery ti�TFC�
m I s 1 I V �o Floor framing cavity insulation shall c3. CATHEDRAL CEILING ASSEMBLY: � =_
be installed to WHERE A RIDGE IS TO BE USED AS A STRUCTURAL SEAM,THE RAFTERS SHALL EITHER BE NOTCHES AND ANCHORED M �, F � `� = � 4�'•r �`��
maintain permanent contact with the ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN ( { 'r
underside of CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE ° 01462�
subfloor decking.Alternatively,floor REQUIREMENTS.
I ���•��u��I'VA
Floors,including i framing
The air farrier shall be installed at any cavil insulation shall be in contact
cantilevered Y 6
exposed edge of
floors and floors above with the top side
garages insulation. of sheathing,or continuous
insulation installed on
the underside of floor framing;and
shall extend
from the bottom to the top of all I
perimeter floor
framing members. 1
OF
Exposed earth in unvented crawl spaces Crawl space insulation,where I RO
NEW VENT THROUGH ATTIC EXISTING VENT THROUGH I
shall be covered provided instead of ( AND ROOF
Crawl space'walls' with a Class I vapor retarder with floor insulation,shall be permanently I ATTIC AND ROOF
overlapping joints attached to
taped. the walls. I
Duct shafts,utility penetrations,and flue
shafts
Shafts,penetrations opening to exterior or unconditioned space -
I I
shall be
I
sealed.
Batts to be installed in narrow
cavities shall be cut to I EX VENT
fit or narrow cavities shall be filled
Narrow cavities
with insulation
-
that on installation readily conforms ( CEILING
to the available
cavity space
I NEW VENT I_ _
I 1 _ _ _
g p KITCHEN NEW BATHROOM - I 1.5" `? - _ NEW FIXTURES IN
Air sealing shall be provided between the I 1.5 �` _ RELOCATED M. BATH ROOM
I r _
Garage separation garage and ._
(RELOCATED) NEW FIXTURES I I NEW LOCATION (o.29.202 UPDATED AND RE-ISSUED FOR REVIEW
conditioned spaces. NEW ( I
VENT i i 2 I „ „
Recessed light fixtures installed in
Recessed light fixtures installed in the NEW SINK 11_5 11_5 1.5
5.02.202 ISSUED FOR SUBMITTAL REVIEW
the building I I I I NEW W SHER
p g •5
Recessed lighting building thermal envelope thermal envelope shall be air tight NEW LOCATION - NE LAV V. LAV.
shall be sealed to the finished surface. 4 I 1 I NEW LOCATION 04.I-(.2
and IC rated. 023 ISSUED FOR REVIEW
I
In exterior walls,batt insulation shall I I NEW TOILET TOILET 1.5"
be cut neatly to NEW DISH I ISSUES AND REVISIONS:
fit around wiring and plumbing,or WASHER I I NEW BATHTUB 1.5" 5"
Plumbing and wiring SHOWER- insulation,that 1.5" 1 1_5"
on installation readily conforms to I i EX. 1 ST FLOOR
available space, , 1.5" 3" 3" I 3" 2" 1.5" PROP05EID INTERIOR
shall extend behind piping and - - - - "-
wiring. 2„ I , RENOVATION,
The air barrier installed at exterior walls CONNECT NEW DRAIN TO I NEW
adjacentto Exterior walls adjacent to showers NEW RISER 3"DRAIN EX 3"
Shower/tub on ex erior showers and tubs shall separate the wall and tubs shall be NEW ( DRAIN
wall 2, DRAIN CRAWL SPACE EXISTG 3
from the insulated. " I
shower ar tub.
2„ DRAIN NYS ENERGY CODE,
The air barrier shall be installed behind
Electrical/ph box on electrical and
Electri CRAWL SPACE
Electexterric wafts communication boxes.Alternatively,air- - ( F RA till I N G FORWIND
sealed boxes
shall be installed. Ex. HOUSE TES; �'L U B I N G
BASEMENT
HVAC supply and return register boots that CLEANOUT RISER DIAGRAM
penetrate
TO HVAC register boots building thermal envelope shall be sealed to _ 3" ON PROPERTY EPTIC SYSTEM
the subfloor,
wall covering or ceiling penetrated by the
boot. NOTE: ALL NEW FIXTURES AND FITTINGS AT ALL
Where required to be sealed,concealed fire LOCATIONS. REPLACE DAMAGED/CORRODED ,
sprinklers shall PLUMBING PIPING, SUPPLY AND WASTE.
only be sealed in a manner that is INSULATE ALL SUPPLY PIPING. JOB NO.: DWG. N0.
recommended by the
Concealed sprinklers manufacturer.Caulking or other adhesive -
sealants shall PLUMBING RISER DIAGRAM DATE: 04.14. 2023
not be used to fill voids between fire sprinkler
cover
plates and walls or ceilings. SCALE: AS NOTED 0 1
a. Inspection of log walls shall be in accordance with the provisions of ICC 400.
DRAWING BY: KWB
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS PRIVATE
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
TYPICAL NOTE:
ALL BUILT-UP BEAMS, (3) OR MORE, SHALL BE
BOLTED TOGETHER OR EQUIV.
ALL BUILT-UP WALL STUDS, (3) OR MORE, MUST KING STUDS
BE MECHANICALLY FASTENED TOGETHER.
• RAFTER WALL STUD
ENDWALL
• CRIPPLE STUD
BOTTOM PLATE 2�5 1- CT0R� VENU
p RIDGE
• HEADER LEDGER BATHTUB
DOUBLE JOIST MATTITUCK
SIDEWALL `
NEW *'OfRK 11952
p 2
C RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION k)
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS JO MACHINIST
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ARCHITECT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION 1LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 30 Smith Road.,PeconicNY 11958(212)355-7171
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD —Q CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS
MAINTAIN
VENTILATION
SIDEWALL FLASHING WOOD JOIST
FOUNDATION �Q - TOP PLATE BLOCKING
' - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LS7A24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ,. RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD .'`����...rrrr�r'�•�
ON ALL OPENINGS ��' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. e• `c�.�tiRED ARCy�I'i��
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE ••• QG *rMACNr
,� AND SO AS TO MAINTAIN AIR 0�' rr 1S
8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY - x 18ga. CONNECT TO * ��
4" 6" RAFTER RT10 10-3/4" 18 TYDOWN ANCHOR c I
ON ALL OPENINGS / - ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND • .c= x
INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS !Fl o
s G A�' Y./'� >..
14" - 16" LS1A36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12 RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR SOFFITED EAVE DETAIL
ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT EACH RAFTER
E
OF FLASHING ���op
NE STAZtO�•
2ND. FLOOR WALL p pp
,' ROOFING LAPS BASE
low ' --_. FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT U
WOOD JOIST
ol
E---—► TOP PLATE
Iol lo SIDE WALL FLASHING GIRDER/HEADER
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" I_STA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING 2 MIN. 1-1/2-
/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" KISTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
PLATES TO EACH STUD
TYPICAL NOTE:
1. REBAR CHAIRS REQUIRED AT NEW FOOTING BASE. DBL. SILL PLATE O
2.ALL NEWANCHOR BOLTS MUST NOT BE 'WET STICKED'. TERMITE SHIELD I �— SUB FLOOR
3.ALL NEW REBARS MUST BE ELECTRICALLY BONDED IN ACCORDANCE SILL GASKET WOOD JOISTS
WITH 2O18 NEC. r NEOPRENE ;
TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET - �� � � 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR 6 MIL. POLY • - V� I BOLTED TO STEEL BEAM WITH
s GRANULAR FILL ' `•� � 1/2 " DIA. BOLTS ® 48" o.c. STAG.
6MIL POLY ON EXTERIOR V �
V STEEL COLUMN
L-tip. I 4 ° C ROOF JACK 6.29.202 UPDATED AND RE-155UED FOR REVIEUU
p v CONC. SLAB `• ' '4 - re e — I I \� . �� �� STEEL B EAM
�•s e ^ �. ANCHOR BOLT EMBEDMENT: �.
.4 V C� COMPACT FILL n 'p r POURED CONCRETE: 15p `� I 4" x 1/4" x 8" STEEL 5.02.202 ISSUED FOR SUBMITTAL REVIEUJ
ROOFING LAPS �. TOP AND BOTTOM PLATE
KEYWAY FOOTING
V ° • 4 • " ^ FLASHING AT % ' WITH 1/2" x 6" ANCHOR BOLT 04.11.2023 ISSUED FOR REVIELU
°
e ` -'a �- a CONC. FTG. •p Q•p G e' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP %�• 1 2" GROUT ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �% /
REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BDLT I I I '� 3" STEEL COLUMN
ISSUES AND REVISIONS:
DRAIN TILE V ► ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL 1=1R01=05ED INTERIOR
WHERE NEEDED FOR STRUCTURAL BRACING.
TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING I�I \/ /� �I�j
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC RE `�O 1l ATIOl .
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
SUBFLOOR
CONC. SLAB I DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL DOOR �—
I USE 2X8 STEEL BEAM TYPICALFOR 6 LOC KOUT FRAMING
I "
LA
P.T. PLATE ` W/ 6X6WMM I SLOPE DETAILS AND NOTES
4 DRIVEWAY ---�. NOTCH JOIST AND ADJUST HEIGHT
• 1/2" AIR ACE < ° ° (WITH A NAILING PLATE IF NEEDED)
• ' �.' AT END AND " -7,0 • • r; • :< •° • • TO BE APROX. 1/2" OR HIGHER THAN
ES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE BEAMS ° °� • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
14' 6X6 W.W.M. - - - - -.. - - 1, ° =i�i I 4 • • s .
p D ,0
MIN. ° .,��P .° e D '^ Q�'� 4�'� Q � • •° _ �,NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM $ e A �SUBFLOOR
�' NOTCH EQUALS 1/4 DEPTH OF BEAM D � • °e
4 REINFORCING BAR -
i1 C ,� REINFORCING BAR •e•• ° C O•.°'ra �D OIST
DRAIN TILE I♦---�
12" •° [• SHEET METAL / 30# FELT UNDER BEAM AT POINT • ��•n �• a �• ° STEEL BEAM
•• OF CONTACT WITH CONCRETE OR CONC. BLOCK
c ° 3" PLATE (BOLTED TO BEAM) JOB NO.: DWG. NO.
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •� �� SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
DATE:
04.14. 2023
BEAM POCKET
SCALE: AS NOTED 0 0
DRAWING BY: KW13
I
B. SHEET MEMBRANCE OVER B. EXTERIOR D. LEAVE GAP A. SEAL DUCT
PLANK EDGE + EXTERIOR A. SEAL ALL DUCTS, BETWEEN TO CURB PRIVATE
AIR&WATER BARRIER EXTERIOR/CORRIDOR EXTERIOR B. SELF-
_ AIR&WATER BARRIER PIPES, WIRES, etc. FRAMING
A. SEAL ALL THE GAPSM90= LEVELING PENETRATIONS MEMBERS TO FIT B. SEAL CURB TO
A. EXTERIOR I SEAL DRYWALL TO SLAB SUBFLOOR DRYWALL PLANK
I �� •r BETWEEN DRYWALL C. LEAVE GAP CORRIDOR/ I
A. SELF ���...... )E�. ����V//
I BARRIER ► SUBFLOOR AND SLAB BETWEEN EXTERIOR
;r :.. -.;::, ORRID R/ADJ UNIT
I I WITH CAULK FRAMING ' ;.:.. ;- ::;: ,:,;is;:•-
C. SEAL DRYWALL TO MEMBERS TO �_� • ' } '= :' '�
I PLANK/CEILING ABOVE a FIT DRYWALL
�-
1 • ash. .�Iy'"'�iY:a� .:d'�.� is r. ��� « •; '.�..�� .�,�' n:. •'..�
-' APT. APT.
fir• 'y•.-::
. _ A.SEAL ALL DUCTS, :.y:. •;�= ' ;:} :::.. ...
.�: D. SEAL ALL PENETRATIONS �.,.��� B.SEAL
PIPES,WIRES,etc. DRYWALL
SEAL DRYWALL r DUCTS, PIPES, WIRES... etc. PENETRATIONS TOCMU ,` +• r. •..,�';. 26E FAC yOfR"r AVENUE E
C. SEAL I ATTI I UCK
TO CEILING/PLANK }�`., ad�F•� � ~� (ALTERNATE METHOD) A. SEAL ALL DUCTS
�� s4 ?a ' • DRYWALL TO C. SEAL DUCT
ABOVE •^� '` E.TAPE AND MUD ,��� •.���:,.� ,
C. LEAVE GAP CONTINUOUS PIPES WIRES etc.
, Ka BETWEEN BEAD OF SEALANT PLANK/
NOTES: Yr.9�cr. PENETRATIONS TO PLANK NEW
I IOL7 1i 19�2
t\\__ 4 •' CEILING ABOVE w '`�K<: . . tom_
C. INTERIOR AIR A,C INTENT:REDUCE LEAKAGE BETWEEN FLOOR AND FRAMING i NOTES:
BARRIER WALL CAVITIES. NOTES: MEMBERS TO NOTES: A,B,C INTENT:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENTS,
NOTES: A.OPTION:SEAL DRYWALL TO SLAB(IN LEIU OF PLANK)
A.TYPICALLY FLUED-APPLIED OR ADHESIVE MENBRANE A INTENT:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND FIT DRYWALL A,B INTENT.REDUCE LEAKAGE BETWEEN EXTERIOR/CORRIDOR WALL AND AND BETWEEN CORRIDOR/DEMISING WALL AND INTERIOR PARTITION.
B.INCORPORATE WITH EXTERIOR AIR BARRIER. APARTMENT. DEMISING WALL/INTEIROR PARTITION. A.INCLUDES DUCTS,PIPES,WIRES,ETC.(HIGH PRIORITY).
B.INTENT:REDUCE LEAN AGE BETWEEN WALL L CAVITY AND E.TYPICAL. �`1 ON CMU'T.(E.G.GRACE/HENRY PRODUCTS D.INCLUDES DUCTS,PIPES,WIRES,ETC.(HIGH PRIORITY). A.OPTION:SELF-LEVELING SUBFLOOR(E.G.( . .GYPCRETE). A.INCLUDES DUCTS,PIPES,WIRES,ETC. B,D:SIZE OF GAP DEPENDS ON THICKNESS OF DRYWALL TO BE INSTALLED. JO MACHINIST APARTMENT. -SEAL ANY REMAINING GAPS BETWWEN SELF- B.SIZE OF GAP DEPENDS ON THICKNESS OF DRYWALL TO BE INSTALLED. C.OPTION: SEAL DRYWALL TO SLAB(IN LIEU OF PLANK) ARCHITECT
C.TYPICALLY DRYWALL. RESPONSIBILITY: LEVELING SUBLFOOR AND DRYWALL WITH CAULK.
ENVELOPE=B DRYWALL=C,E RESPONSIBILITY: RESPONSIBILITY:
RESPONSIBILITY: FRAMING=C DRYWALL=B FRAMING=B,D; DRYWALL=C 30 Smith Road Pecoruc NY 11958(212)355-7171
RESPONSIBILITY: MECH/ELECT/PLUMB=D 7
ENVELOPE=A ; DRYWALL=B,C ENVELOPE=B ; DRYWALL=A MECH/ELECT/PLUMB=A MECH/ELECT/PLUMB=A
O EXTERIOR WALL-PARAPET EXTERIOR WALL PENETRATION EXTERIOR WALL - BASE ® INTERIOR PARTITION AT EXTERIOR WALL 5 INTERIOR PARTITION WALLS 6 ROOF FAN
SCALE: NTS (GRAVEL STOP SIMILAR) SCALE: NTS DEMISING/CORRIDOR WALLS SIMILAR 3 SCALE: NTS SCALE: NTS O SCALE: NTS SCALE: NTS
O O
B13101141 b MEWe"A";,.I"""'A".2�,��,�„> Jr CORRIDOR
EXPANDING FOAM SEALANT
6 ' /�- '~ EXTERIOR INTERIOR AT PERIMETER
D. FLEXIBLE
7 ROOF �- /� FLASHING (2) I '
BATH
0 I :=f A. SEAL FRAMING TO DRYWALL
E. EXTERIOR _
AIR&WATER
K'NETTE BARRIER (1)
C.TURN UP FLEXIBLE WRAP
1
AND ADHERE TO BLOCKING (3) A. SEAL ALL HOLES/CRACKS/SEAMS
8
•F .`%e:.b`�<.. 3. �Y,:•:f;:•.•:.; 4^l:t:j! ,�if��sy.tf<;rY`°i�%
BEFORE RECESSED COMPONENT
7 SEALANT B. SEAL BETWEEN FLEXIBLE INSTALLED A. SEAL RECESSED LIGHT CONTINUOUSLY
0
rY LIVINGIDINING WRAPAND WINDOW �j: INCLUDING MEDICINE, TO DRYWALL WITH INSULATION
FIRE EXTINGUISHER CABINETS, CONTACT AIR-TIGHT CANS (ICAT)
w
O �4rrrrarrrr".
• i
)- o AREA 9 HEAD A. SEAL DRYWALL TO WINDOW MAILBOXES. (ONLY CONDITIONED SPACES IN UNITS) ♦♦� SjERED ARC
W TYPICAL UNIT ♦♦
MACy���E�!
O
SEALANT NOTES: NOTES:
EXTERIOR A.SEAL ALL CRACKS/SEAMS BEFORE RECESSED COMPONENT IS INSTALLED. A.INTENT:REDUCE LEAKAGE BETWEEN ATTTIC/FLOOR CAVITIES AND APARTMENT 2 2 Y U., Y
BEDROOM C.WRAP ENTIRE WINDOW A.OPTIONS: Sy
A INTENT REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT.
-- - - - E. EXTERIOR CAULK; FOAM; GASKET. ` ,a
TYPICAL CAL AIR&WATER OPENING WITH A.SEAL HOLES IN METAL FRAMING(IF APPLICABLE). A.USE INSULATION CONTACT AIR-TIGHT CANS(ICAT).A TYPICAL RECESSED COMPONENTS INCLUDE: t •
BATH �
�i � ° 014ti2 •L+�♦►
0
MEDICINE CABINET FIRE EXTINGUISHERE FLEXI LE FLA IN CABINET • MAILBOXES;.UNIT
B FLASHING 3s oxEs'. F
BARRIER(1) ( ) � DRYWALLIBA�• ��i .rHE STASE^�♦♦♦♦
5 _ RESPONSIBILITY: r rrrrrrra`�4 ,
B. SEAL BETWEEN FLEXIBLE DRYWALL=A;
7 D. FLEXIBLE WRAP AND WINDOW
FLASHING (2) INTERIOR A. SEAL DRYWALL TO WINDOW Q JAMB RECESSED COMPONENTS PENETRATIONS 9 RECESSED LIGHTING
EXTERIOR SCALE: NTS O SCALE: NTS
�
O
�- EXTERIOR INTERIOR
PIN A. SEAL DUCT TO
TYPICAL UNIT KEY PLAN A. SEAL MILLWORK TO WINDOW DRYWALL A. SEAL PERIMETER
4 SCALE: NTS
B. SEAL BETWEEN FLEXIBLE
C402.4.1.2.2 Assemblies.Assemblies of materials and components with anaverage airleakage not greater than OF PANEL
0.04 cfrNft2(o.2 Us•m2) under a pressure differential of 0.3 inch of water gauge(w.g.)(75 Pa)when tested in accordance SEALANT WRAP AND WI NDOW TO DRYWALL
with ASTM E 2357, ASTM E 1677 or ASTM E 283 shall comply with this section.Assemblies listed in Items 1 SEAL ALL
through 3 shall be deemed to comply, provided joints are sealed and the requirements of Section C402.5.1.1 are met. _ C.TURN UP FLEXIBLE WRAP p
==,T im -
ry pp pp paint or sealer coating. ` `
1.Concrete mason walls coated with either one application of block filler ortwoa applications g �" I e»h� PENETRATION
D. FLEXIBLE =_� rY-;;: AND ADHERE TO BLOCKING 3
2.Masonry walls constructed of day or shale masonry units with a nominal width of 4 inches(102 mm)or more. •.ti;�.M �.yi°.E• ( ) BEFORE INSTALLING
3,A Portland cement(sand parge,stucco or plaster not less than'/s inch(12.7 mm)in thickness. FLASHING (2)
I DUCTWORKS OR FANS
TYPICAL UNIT KEY SECTION C402A.2 Air barrier testing.New buildings of a certain size must comply with the following r umements: E. EXTERIOR
g ply g �' .;, A. SEAL MILLWORK
1.New buildings 25,000 square feet(2322.6 m2)and greater,but less than 50,000 square feet (4645.2 m2), and less than I �`ce:<�� t
or equal to 75 feet (22.86 m) in height must show compliance through testing in accordance with ASTM E 779 and AIR&WATER I 3c` f TO DRYWALL B. SEAL BETWEEN
SCALE: NTS department rules. BARRIER 1 -f.t
2.New buildings 50,000 square feet(4645.2 m2)and greater,shall test or inspect each type of unique air barrier joint or ( ) DIFFUSER/REGISTER
seam in the building envelope forcontinuity and defects, as per an Air Barrier Continuity Plan developed by a SILL AND DRYWALL B. PROVIDE FOAM
2016 IECC ENERGY CONSERVATION CODE:CHAPTER C4 registered design professional and department rules. ATHERSTRIPPING BETWEEN
C402A Air leakage-thermal envelope(Mandatory). o
3.Rules governing air barrier testing promulgated by the department. NOTES: NOTES:
C402.4.1 it barriers. DOOR AND FRAME
A INTENT REDUCE LEAKAGE BETWEEN WALL CAVITY AND APARTMENT.
A continuous air barrier shall be provided throughout the building thermal envelope. C402.4.8 Recessed lighting.Recessed luminaires installed in the building thermal envelope shall be all of the following: B.INTENT:REDUCE LEAKAGE BETWEEN WALL CAVITY AND OUTDOORS. A.SEAL PENETRATION BEFORE INSTALLING DIFFUSER/REGISTER.
1. IC-rated. B.SEAL ANY GAPS AT SHIMS. A INTENT:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT. NOTES:
The continuous air barrier shall be constructed to comply with the following: 2. Labeled as having an air leakage rate of not more 2.0 cfrm(0.944 Us)when tested in accordance with ASTM E 283 at
1.The air barrier shall be continuous for all assemblies that are the thermal envelope of the building and across the joints a 1.57 psf(75 Pa)pressure differential. C,D,E.SEQUENCE OF INSTALLATION SHOWN(1,2,3). A.INTENT:REDUCE DUCT LEAKAGE INTO WALL CAVITIES. A,B.INTENT.REDUCE LEAKAGE BETWEEN STRUCTURAL CAVITIES AND APARTMENT.
and assemblies. 3. Sealed with a gasket or caulk between the housing and interior wall or ceiling covering. D.WRAP ENTIRE WINDOW OPENING WITH FLEXIBLE FLASHING. A.TYPICAL PENETRATIONS INCLUDE: A.OPTIONS: CAULK; FOAM; GASKET.
2.Air barrier joints and seams shall be sealed, including sealing transitions in places and changes in materials. HEATING/COOLING DUCTWORK; EXHAUST DUCTWORK; EXHAUST FANS;
The joints and seals shall be securely installed in or on the joint for its entire length so as not to dislodge, loosen B..INEXPENSIVE,ADHESIVE-BACKED WEATHERSTRIPPING USUALLY WORKS BEST.
or otherwise impair its ability to resist positive and negative pressure from wind, stack effect and mechanical ventilation. RULES OF THUMB NOTES: RESPONSIBILITY: DRYER VENT.
3.Penetrations of the air barrier shall be caulked,gasketed or otherwise sealed in a manner compatible with the construction 1. USE SHRINK/CRACK-PROOF CAULK TO SEAL GAPS SMALLER THAN 1/4'. ENVELOPE=B,C,D,E; B.SUGGESTED(OPTIONS:CAULK,FOAM,GASKET).
materials and location.Joints and seals associated with fenestration shall be sealed in the same manner or taped or 2.USE EXPANDING FOAM TO SEAL GAPS LARGER THAN 1/4"• PAINT=A RESPONSIBILITY: RESPONSIBILITY:
covered with moisture vapor-permeable wrapping material. Sealing materials shall be appropriate to the construction
materials being sealed and shall be securely installed around the penetration so as not to dislodge, loosen or 3.SPRAY-ON AIR SEALING PRODUCTS ARE VERY EFFECTIVE(E.G.ECOSEAL). DRYWALL=A; MECHANICAL=B DRYWALL=A; MECHANICAUELECTRICAL/PLUMBING-B Io.2g.202 UPDATED AND RE-155UED FOR REVIEW
otherwise impair the penetrations ability to resist positive and negative pressure from wind, stack effect and mechanical 4.USE LOW-EXPANDING FOAM AT WINDOW/DOOR OPENINGS.
ventilation. Sealing of concealed fire sprinklers,where required,shall be in a manner that is recommended by the manufacturer. 5.USE TEMPERATURE-APPROPRIATE SEALANT(E.G.HIGH-TEMP CAULK AT FLUES,HEATING PIPES,ETC.).
Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. BRICK WINDOW DUCTWORK PENETRATIONS 1 UTILITY/ACESS PANEL PENETRATIONS �.02.202 ISSUED FOR SUBMITT 4L REVIEW4.Recessed lighting fixtures shall comply with Section C402.5.8.Where similar objects are installed that penetrate the air barrier, 6.CLEAN-OUT CRACKS BEFORE APPLYING SEALANT(E.G.COMPRESSED AIR,VACUUM,DAMP CLOTH,ETC.).
provisions shalt be made to maintain the integrity of the air barrier. 7.ASSIGN RESPONSIBILITY TO ONE TRADEMERSON FOR CONFIRMING COMPLETION OF AIR SEALING TASKS(THIS SCALE: NTS 0 SCALE: NTS SCALE: NTS
GUIDE INCLUDES SUGGESTIONS FOR WHICH TRADES SHOULD BE INITIALLY RESPONSIBLE FOR EACH TASK.). 04.11.2023 ISSUED FOR REVIEW
A. SEAL ALL FASTENERS ISSUES AND REVISIONS:
HOLDING HINGES
AND LATCH
A. SEAL DOOR FRAME A. INSTALL STRIKE PLATE A. SEAL SLEEVE TO FRAMING PROPOSED INTERIOR
I TO WALL FRAMING OVER CONTINUOUS `'' RENOVATION-5
BEAD OF CAULK C. SEAL ALL WIRE
PROVIDE WEATHERSTRIPPING ENTRANCE I B. SEAL SLEEVE
AND DOOR SWEEP /. PENETRATIONS
TO DRYWALL
(ALL EXTERIOR, CORRIDOR AND I
UNCONDITIONED ROOM'S DOORS) 0 I
I
0
C. SEAL ALL EDGES '' ���' SEALING DETAILS
OF MILLWORK A. SEAL ALL HOLES AND
TO DRYWALL UNUSED KNOCK-OUTS 1
B. SEAL BOX AT FACE TO A. SEAL ALL PLUMBING
DRYWALL WITH JOINT COMPOUND O PENETRATIONS BEFORE I
NOTES: INSTALLING ESCUTCHEONS ----"'
A,INTENT:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT. OR (OPTION AT OUTLET ONLY)
WITH CAULKED FOAM COVER AND CABINETS.
NOTES:
NOTES: A,EXPANDING FOAM WORKS BEST(BE CAREFUL NOT TO OVERSPRAY). THE PLATE GASKET A SEAL ALL PENETRATIONS BEFORE INSTALLING CABINETRY.
A,B,INTENT:REDUCE LEAKAGE BETWEEN APARTMENTS AND NOTES:
CORRIDOR/OUTDOORS. A.INTENT: REDUCE LEAKAGE BETWEEN WALL CAVITIES AND A,INTENT: REDUCE LEAKAGE BETWEEN APARTMENT AND OUTDOORS.
A.B,: ALSO APPLICABLE AT ROOMS THAT ARE VENTED TO OUTDOORS NOTES: APARTMENT.
RESPONSIBILITY: A,B,C.INTENT:REDUCE LEAKAGE BETWEEN STRUCTURAL CAVITIES AND APARTMENT. A.SEAL PENETRATIONS BEFORE INSTALLING ESCUTCHEONS B.INTENT: REDUCLE LEAKAGE BETWEEN WALL CAVITY AND APARTMENT.
(. E.BOILER ROOM,TRASH ROOM,ETC.). DRYWALL=A; A,B,C.INCLUDES BOXES IN FLOORS AND CEILINGS. A.TYPICAL PLUMBING PENETRATIONS INCLUDE:. ADDITIONAL MEASURES:
C.INTENTSEAL .
L EDGES LE MILLWORK. A,C. OPTIONS: CAULK; FOAM; MASTIC(OVER ENTIRE BOX); PUTTY PACK -SINK FAUCET SUPPLIES AND DRAIN; TOILET SUPPLY; SEAL PTAC EQUIPMENT TO SLEEVE; JOB NO.: DWG. NO.
C INTENT: REDUCE LEAKAGE BETWEEN WALL CAVITIES AND
APARTMENT. OPTIONS(AT OUTLETS ONLY)IN LIEU OF AB/C,INSTALL AIRE-TIGHT COVERS AND GASKETS. -SHOWERHEAD STUB-0UT; HEATING SUPPLY/RETURN; PROVIDE INSULATED INTERIOR COVER WITH COMPRESSIBLE GASKET.
-GAS SUPPLY, SPRINKLERS.
RESPONSIBILITY: RESPONSIBILITY: RESPONSIBILITY: RESPONSIBILITY: DATE'
FRAMING=A ; WINDOW/DOOR=B; DRYWALL=C DRYWALL=B; ELECTRICAL=A,C DRYWALL=A RYWALL=B; MECHANICAL=A 04.14. 2023
EXTl=RIOR DOOR 13 DOOR LATCH HOLE L� ELECTRIC BOX PENETRATIONS PLUMBING PENETRATIONS �!) PTAC PENETRATIONSffl
r7 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NITS SCALE:
SCALE: NTS AS NOTED
DRAWING BY. KWB
i A
WOOD TRIM
GENERAL DATA
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF AIAA201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"-2017 EDITION. 1. ALL TRIM BOARDS TO BE OF SIZES NOTED ON DRAWINGS AND AS APPROVED BY OWNER AND ARCHITECT, IN SPECIES NOTED BY OWNER.
2. THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS APPLY TO THE WORK NOTED IN ALL 2. ALL EXTERIOR TRIMBOARDS TO BE A COMPOSITE MATERIAL,AZEK OR HARDIETRIM OR BORAL TRIM, OR AS SPECIFIED BY THE OWNER; CAULK ALL JOINTS, NAIUSCREW ENTS PRIOR TO PAINTING. SEE PAINTING SPECIFICATION FOR PAINT PRIVATE
SECTIONS OF THIS SPECIFICATION.
FINISH COATS. PROVIDE ALUMINUM DRIP FLASHING AT ALL WINDOWS AND DOORS AND CONT. HORIZONTAL TRIMBOARDS.
3. ALL NEW WORK SHALL COMPLY WITH 2O20 N.Y.S. RESIDENTIAL CODE AND EXISTING BUILDING CODE,ALTERATIONS LEVEL 2,AND ALL OTHER APPLICABLE CODES,ZONING REQUIREMENTS AND ROOFING RE51DENCE
ORDINANCES. 1. NEW ROOFING. THE CONTRACTOR SHALL COVER ALL NEW ROOF SURFACES WITH ASPHALT COMPOSITION ROOF SHINGLES,ARCHITECTURAL TYPE,250#MIN., COLOR AND STYLE AS SELECTED. SHINGLES SHALL BE LAID OVER ICE AND
4. OWNER IS RESPONSIBLE FOR FILING AND OBTAINING ALL REQUIRED PERMITS.
WATER BARRIER GUARD INSTALLED A MINIMUM OF 3 FEET FROM ALL EDGES,VALLEYS, RIDGES, ETC, BUT PREFERRED OVER ENTIRE ROOF SHEATHING. SHINGLES SHALL BE MANUFACTURED BY OWENS CORNING, GAF OR APPROVED EQUAL.
25 YEAR WARRANTY FOR ROOFING MATERIALS, MIN.
5. ALL NEW ELECTRICAL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE AND UL REQUIREMENTS; LICENSED ELECTRICIAN TO OBTAIN ALL ELECTRICAL PERMITS AND FINAL APPROVALS. ELECTRICIAN SHINGLES SHALL BE DOUBLED ATALL EAVES; BUTT SHINGLES IN THE FIRST COURSE ON ROOFS SHALL PROJECT 1 1/2 FROM THE EDGE OF ROOF EAVES TO INSURE PROPER SPILL INTO GUTTERS. SHINGLES SHALL BE SPACED APART NO LESS
TO SIZE REQUIRED IF AN ADDITIONAL ELECTRICAL SERVICE&UPGRADE OF SERVICE IS REQUIRED.
THAN 1/4"NOR MORE THAN 3/8".
6. NYS ENERGY CONSERVATION CONSTRUCTION CODE-SECTION 101 FOR EXISTING RESIDENTIAL BUILDINGS AND SECTION R400 FOR ALTERATIONS AND ANY AMENDMENTS TO 2018 IECCC RESIDENTIAL ALL SHINGLE HIPS AND RIDGES SHALL BE OF ALTERNATE OVERLAP TYPE APPIED TO THE SAME SURFACE AS FIELD OF ROOF AND WITH NAILS LONG ENOUGH TO PENETRATE INTO SHEATHING AT LEAST 1/2". WINDOW CAPS AND ALL OTHER / I` ��0�� \X� ��
PROVISIONS. PROJECTIONS AT POINT WHERE RAIN WATER ACCUMULATES MUST BE PROVIDED WITH FLASHINGS; SUCH FLASHINGS MUST EXTEND A DISTANCE OF AT LEAST 12"UP THE WALL BEHIND THE SHEATHING PAPER. ICE
7. ALL NEW WORK SHALL MEET OR EXCEED NYS ECC ENERGY CODE STANDARD REQUIREMENTS FOR UL RATINGS. INSTALLATION OF ROOF SHINGLES FLASHINGS AND VENTS SHALL BE IN FULL ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS MATTITUC,K
COMPLIANCE 2.. NEW LOW-SLOPE ROOFING. THE CONTRACTOR SHALL COVER ALL NEW LOW-SLOPE ROOF SURFACES WITH SINGLE LAYER EPDM ROOFING SYSTEM., COLOR AS SELECTED. EPDM ROOFING SYSTEM SHALL BE COMPLETE INCLUDING ALL NEW "i" ORK I I Jr72
1. ALL WORK PERFORMED UDDER THIS CONTRACT SHALL COMPLY WITH THE NEW YORK STATE RESIDENTIAL CODE AND ANY BUILDING AND/OR ZONING ORDINANCES OF THE TOWN ACCESSORIES, FLASHINGS,ADHESIVES, COVERBOARDS, ETC.AS REQUIRED. EPDM SHALL BE MANUFACTURED BY JOHNS MANVILLE, SOPREMA OR APPROVED EQUAL,WITH A 20 YEAR WARRANTY
OF SOUTHHOLD AND ALL OTHER APPLICABLE CODES OR REGULATIONS.
FLASHINGS AND COPINGS
SCOPE 1. FLASHINGS SHALL BE LEAD-COATED COPPER, OR FIBERGLASS(OR AS APPROVED BY ROOFING SYSTEM MANUF)AS REQUIRED AND SHALL BE GUARANTEED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT AND OWNER. JO MACHINIST
1. THE CONTRACTOR SHALL FURNISH ALL LABOR,TOOLS, MATERIALS AND EQUIPMENT REQUIRED AND NECESSARY TO COMPLETE THE WORK CALLED FOR IN THE DRAWINGS AND PROVIDE RIDGE AND EAVE/SOFFIT VENTS AS SHOWN IN THE DRAWINGS AND AS REQUIRED.
ARCHITECT
SPECIFICATIONS. HOWEVER, IT IS THE EXPRESS INTENT OF THE CONTRACT DOCUMENTS TO CALL FOR A COMPLETE AND FINISHED JOB, INCLUDING ALL MATERIALS, EQUIPMENT,
LEADERS AND GUTTERS
ACCESSORIES AND INCIDENTAL COMPONENTS,WHETHER OR NOT SPECIFICALLY DESCRIBED HEREIN.
30 Smith Road,Peconic NY 11958(212)355-7171
2. DIMENSIONS OF THE WORK SHALL NOT BE DETERMINED BY SCALE OR RULE, BUT FIGURED DIMENSIONS SHALL BE FOLLOWED AT ALL TIMES. IF DIMENSIONS CANNOT BE READILY 1. ALL LEADERS AND GUTTERS SHALL BE ALUMINUM'SEAMLESS TYPE.' TO COORDINATE WITH ROOFING AND AS SELECTED BY OWNER. THE CONTRACTOR SHALL PROVIDE SAMPLES FOR APPROVAL.
DETERMINED FROM THE DRAWINGS,THE ARCHITECT SHALL BE CONTACTED BEFORE PROCEEDING WITH THE WORK. CAULKING AND SEALANTS
GENERAL REQUIREMENTS 1. PROVIDE CAULKING SEALANTS,TAPES AND/OR WEATHER-STRIPPING AT EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN CAVITIES AND WALLS,WALLS AND FOUNDATION, BETWEEN WALL AND ROOF,BETWEEN WALL
1. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE JOB DURING ALL PHASES OF CONSTRUCTION FOR THE PANELS,AT ALL PENETRATIONS AND AT ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE. CAULKING SHALL BE A HIGH QUALITY, ONE PART CAULKING, COLOR PER ARCHITECT. SEALANTS SHALL BE INSTALLED IN ACCORDANCE WITH NYS
USE OF ALL TRADES. ECCC 2020 AND AS NOTED ON THE DRAWINGS.
2. ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING,OR WINDOWS AND GLAZING
DELINQUENT ORDERING SHALL BE BORNE BY THE GENERAL CONTRACTOR. 1. NEW AND REPLACEMENT WINDOWS TO BE PELLA LIFESTYLE(OR EQUAL MANUF), AWNING, DOUBLE HUNG OR CASEMENT TYPE,ADVANCED LOW-E, DUAL GLASS PANE WINDOWS WITH U-VALUE=0.30, SHGC=0.30,VT=0.41, ENERGY-STAR
3. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE OWNER'S PROPERTY,THE ADJACENT TENANTS AND THE CONDOMINIUM'S ADJACENT RATED,TO MEET CURRENT ENERGY CODE TABULAR CHART'Nll 02.1.2(R402.1.2).
COMMON AREAAND THE SAFETY OF WORKERS ON THE JOB SITE AND THE PUBLIC AT LARGE. THE SITE SHALL BE KEPT IN A NEATAND ORDERLY CONDITION ATALL TIMES AND SHALL DOORS
BE SECURED A THE END OF EACH WORK DAY.
4. THE CONTRACTOR MAY USE THE FACILITIES AND UTILITIES EXISTING AT THE SITE AT NO COST, BUT SHALL PROVIDE OTHER TEMPORARY FACILITIES AND UTILITIES NECESSARY 1. ALL NEW INTERIOR DOORS TO BE PAINTED THEN SHALL BE SOLID CORE MASONITE(PANELLED) DOORS AS INDICATED ON THE DRAWINGS AND APPROVED BY THE OWNER.ALL NEW INTERIOR DOORS TO BE STAINED,TO BE SOLID WOOD
FOR THE COMPLETION OF THE WORK. (SPECIES TO BE DETERMINED)AS MANUF. BY SIMPSON, JELD-WEN, OR MASONITE IN STYLE SELECTED AND APPROVED BY OWNER. ALL NEW EXTERIOR DOORS TO BE COMPOSITE INSULATED DOORS AND FRAMES, MEETING NYS ECCC 20
FOR OPAQUE DOORS(0.77 U VALUE).
CERTIFICATE OF OCCUPANCY
GYMPSUM WALLBOARD
1. THE CONTRACTOR SHALL,AT THE COMPLETION OF THE WORK, OBTAIN A SEPARATE ELECTRICAL SIGN-OFF/INSPECTION CERTIFICATE AND ANY UPDATES TO THE CERTIFICATE OF 1. THE EXTENT OF GYPSUM WALLBOARD(GYP.BD.) IS NOTED ON THE DRAWINGS AND SPECIFIED HEREIN.
OCCUPANCY FOR THE PROJE:CTAS REQUIRED. THE OWNER SHALL PROVIDE ALL FEES FOR FILING AND PERMITS. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL �•++•••'"••�il,
PERMITS PRIIOR TO CONSTRUCTION AND THE CONTRACTOR RESPONSIBLE FOR CERTIFICATES AND FILINGS DURING CONSTRUCTION. ���•�� -(EKED Ai?og 2. 1/2"GYPSUM BOARD TO BE USED IN ALL AREAS, UNLESS OTHERWISE NOTED; %*GYP. BOARD TYPE"X"FIRE RATED AT ALL DEMISING WALLS AND SHAFT WALLS AT MECHANICAL EQUIPMENT. MOLD-RESISTANT GYPSUM BOARD TO BE USED �s
IN ALL BATHROOMS AND KITCHEN AREA. DUROCK, OR EQ.TO BE USED IN ALL'WET AREAS LIKE SHOWERS OR BATHTUBS. �'M�Cy'ti °�
GUARANTEES ° '
1. ALL WORK SHALL BE GUARANTEED IN WRITING BY THE CONTRACTOR FOR ONE YEAR AFTER THE DATE OF FINAL COMPLETION (AFTER COMPLETION OF ALL PUNCH LIST WORK) 3. APPLICATION: WALLBOARD TO BE APPLIED TO WOOD STUDS. BOARDS TO BE TIGHTLY BUTTED TO ALL ADJOINING BOARDS AND SHALL BE PLACED IN SUCH A MANNER THAT THERE BE AS FEW JOINTS AS POSSIBLE. ALL GYP. BD.TO BE
ESTABLISHED BY THE ARCHITECT AND OWNER. SCREWED AND NAILED TO STUDS. (AN ALTERNATE SYSTEM OF GLUE AND SCREW WALLBOARD INSTALLATION MAY BE UTILIZED).
2. ALL CONTRACTORS SHALL_PROVIDE THE OWNER AND ARCHITECT WITH CERTIFICATES OF INSURANCE PRIOR TO STARTING WORK FOR THE FOLLOWING AMOUNTS: GENERAL 4. TAPING: ALL JOINTS SHALL BE TAPED WITH AN APPROVED JOINT COMPOUND AND JOINTS ARE TO RECEIVE ATHREE-COAT APPLICATION. NAIL OR SCREWHEADS SHALL BE GIVEN SUFFICIENT COATS SO AS TO PRODUCE A
LIABILITY, PROPERTY AND BODILY INJURY$1,000,000.00, PROPERTY DAMAGE: $300,000.00, WORKMAN'S COMPENSATION ADEQUATE TO COVERALL OBLIGATIONS OF THE WORKMAN'S
HOMOGENEOUS, UNIFORM, SURFACE. TAPE AND SPACKLE THREE COATS, SAND BETWEEN COATS. METAL CORNER BEAD SHALL BE USED ON ALL CORNERS,WINDOW RETURN, DROP ARCHES, ETC. AS REQUIRED. ALL SPACKLE J'S SHALL BE
�''•••..•�.++•+`+�
COMPENSATION AND DISABILITY BENEFITS LAWS,AUTOMOBILE LIABILITY AND PROPERTY DAMAGE: $1,000,000.00. USG 200A, ONLY, USE ONLY NON-METALLIC ACCESSORIES AND J'S IN WET OR DAMP AREAS.
DEMOLITION INSULATION
1. DEMOLITION WORK SHALL.INCLUDE THE COMPLETE DEMOLITION OF ALL EXISTING STRUCTURES IDENTIFIED ON THESE DRAWINGS AND ALL OTHERS NOT SPECIFICALLY 1. EXTERIOR STUDWALL: EXISTING 2X4 WALL-3-1/2"K-FACED HP BATT INSULATION, MIN. R-15 PLUS FANFOLD INSULATION WITH A MINIMUM R-2.7 VALUE..
IDENTIFIED BUT REQUIRED TO ACHIEVE THE FINAL DWELLING EXTERIOR AND INTERIOR LAYOUTS, PLUS THE REMOVAL AND DISPOSAL OF ALL DEMOLISHED MATERIALS. 2. NEW ROOF/CATHEDRAL CEILING: CLOSED CELL SPRAY-FOAM INSULATION, MIN. R-49.
2. THE CONTRACTOR SHALL PROTECT ALL SURROUNDING STRUCTURES AND LANDSCAPING AS REQUIRED.
3. EXPOSED FRAMED FLOORS: K-FACED H-D FIBERGLASS BAIT INSULATION, MIN. R-19.
CONCRETE AND MASONRY 4.ALL FACED BATT INSULATION SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, INCLUDING TAPING ALL JOINTS AND SEALING ATALL EDGES. SOUND INSULATION TO BE PROVIDED IN AT BATHROOMS AND KITCHENS, SUCH AS
1. CONCRETE SHALL CONFORM TO ACI 318.99,AS AMENDED BY THE LATEST RESIDENTIAL CODE OF NYS(BUILDING CODE). IT IS OUR INTENT TO NOT PLACE CONCRETE WHEN THE 'BONDED LOGIC ACOUSTICAL INSULATION, OR EQUAL,WHERE REQUIRED BY OWNER.
AIR TEMPERATURE IS BELOW 40 DEGREES F. IF CONCRETE MUST BE POURED/PLACED WHEN AIR TEMPERATURE IS BELOW 40 DEGREES F,THE LATESTACI COLD WEATHER WOOD FLOORING
CONSTRUCTION PROCEDURES WILL APPLY. CONCRETE ALREADY PLACED AND NOT YET ADEQUATELY CURED SHALL BE PROPERLY PROTECTED. ALL NEW CONCRETE SHALL
` FOUNDATIONS AND FOOTINGS SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. FT. 1. WHERE SHOWN PROVIDE WOOD FLOORING TO BE FINISHED IN THE FIELD. STAIN COLOR TO MATCH SAMPLE BY OWNER. APPLY 3 COATS(MINIMUM)OF MOISTURE CURED POLYURETHANE WATER BASED), SAND BETWEEN COATS.
PROVIDE SAMPLES OF STAIN AND FINISH FOR APPROVAL.
FORMS AND SHORING SHALL CONFORM TO THE NYS RESIDENTIAL CODE AND SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED STRENGTH TO WITHSTAND IMPOSED LOADS STONE AND CERAMIC TILE
WITHOUT OVERSTRESS.
2.ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH, F'c, OF 3000 PSI. ALL CONCRETE WORK SHALL CONFIRM TO ACI 301 STANDARD SPECIFICATIONS FOR 1. THE EXTENT OF TILE WORK IS IN THE BATHROOMS; FLOORS, SHOWER AND BATHTUB SURROUND,AND AS DIRECTED BY OWNER.
REINFORCED CONCRETE. RE-BAR CHAIRS ARE REQUIRED AT THE BASE OF ALL NEW FOOTINGS.
PAINTED WOOD TRIM
3. IF REQUIRED BY THE LOCAL JURISDICTION,ALL NEW CONCRETE MUST UTILIZE LOW-EMBODIED CARBON CONCRETE WITH 20%SLAG. 1. ALL INTERIOR AND EXTERIOR PAINTED OR STAINED WOOD TRIM SHALL BE IN SIZES INDICATED ON DRAWINGS OR TO MATCH EXISTING AND OF DOUGLAS FIR OR OTHER SPECIES AS APPROVED BY OWNER;ALL JOINTS TO BE MITERED OR
4. BEFORE POURING CONCRETE, MECHANICAL AND ELECTRICAL CONTRACTORS SHALL VERIFY LOCATION AND SIZE OF ALL OPENINGS, PADS,TRENCHES,AND SLEEVES FOR THEIR SCARFED-NO JOINTED WOOD TRIM PERMITTED.
EQUIPMENT, IF ANY.
CASEWORK
5. MINIMUM COVER SPACING:: CONCRETE CASTAGAINSTAND PERMANENTLY EXPOSED TO EARTH =3'; EXPOSED TO EARTHMEATHER=2'; NOT EXPOSED TO EARTH/WEATHER OR 1. ALL NEW CABINETRY AND COUNTERTOPS SHALL BE AS SPECIFIED BY THE OWNER, FURNISHED AND INSTALLED BY THE CONTRACTOR.
IN CONTACT WITH GROUND=: 1-1/2".
6. BACKFILL MATERIAL SHALL.BE CLEAN SAND OR GRAVEL CONTAINING NO MORE THAN 10%PASSING A NO.200 SEIVE. BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95%(ASTM HARDWARE
D1557)TO THE FINAL SUBGRADE IN LIFTS OF NO MORE THAN 8 INCH THICKNESS WITH A MECHANICAL COMPACTOR(MIN. OF THREE PASSES). 1. THE CONTRACTOR SHALL INCLUDE IN HIS BID AN ALLOWANCE OF$750 PER NEW DOOR FOR THE PURCHASE OF FINISH HARDWARE AS REQUIRED FOR THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL INCLUDE IN HIS BID THE 6.2'3.2023 UPDATED AND RE-ISSUED FOR REVIEW
7.A 4 INCH LAYER OF 3/4"CRUSHED STONE(OR RCA)AND CONTINUOUS VAPOR RETARDER IS REQUIRED FOR CONVENTIONAL SLAB ON GRADE(INTERIOR). INSTALLATION OF ALL REQUIRED HARDWARE. ALL NEW HARDWARE TO BE SELECTED AND APPROVED BY OWNER.
WOOD FRAMING PAINTING k5.02 2023 155UED FOR SUBMITTAL REVIEW
1. WOOD FRAMING SHALL BE:PROVIDED AND INSTALLED AS SHOWN IN THE DRAWINGS,AS FOLLOWS: 1. PAINT SHALL BE BENJAMIN MOORE, COLORS TO BE SELECTED BY THE OWNER, USE ALL LOW VOC PAINT PRODUCTS. 104.11.2023 155UED FOR REVIEW
2. ALL LUMBER SHALL BE KILN DRIED TO NOT MORE THAN 15% MOISTURE CONTENT AND DRESSED AT FOUR SIDES. ALL FRAMING SHALL BE A MINIMUM OF#2 DOUGLAS FIR(1200 2. INTERIOR WALLS: LATEX EGGSHELL FINISH; ONE COAT PRIMER,TWO COATS TO COVER.
PSI), EXCEPT AS OTHERWISE NOTED. 3. INTERIOR DOORS&TRIM. PAINTED: SEMI-GLOSS ALKYD(OR LATEX), SAME ONE+TWO. ALL NEW INTERIOR DOORS&TRIM, STAINED:TWO COATS MIN. CLEAR-STAIN POLY OVER SEALER AND WOOD STAIN. ISSUES AND REVISIONS:
3. WALL PLATES, LEDGERS, SILL AND OTHER LUMBER SETAGAINST CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD. PLUMBING, FIXTURES AND FITTINGS
4. NEW INTERIOR WALLS AND SUPPLEMENT TO EXISTING EXTERIOR WALLS:2"X 4"@ 16"O.C., OR AS NOTED. ALL NAILING AND FASTENINGS PER CODE; PROVIDE DOUBLE JOISTS 1. FURNISH AND INSTALL ALL LABOR AND EQUIPMENT REQUIRED TO PROVIDE A COMPLETE PLUMBING, DRAINAGE AND WATER SUPPLY FOR THE RELOCATED KITCHEN, BATHROOM, NEW BATHROOM AND LAUNDRY AND/OR AS SHOWN ON
UNDER ALL PARTITIONS PARALLEL TO JOISTS. STANDARD WINDOW/DOOR OPENINGS 3 FOOT WIDTH OR LESS SHALL BE(2)2"X 8"SCREWED TOGETHER. DRAWINGS OR REQUIRED TO FULLY COMPLETE THE PROJECT TO CONFORMITY WITH ALL CODES. GUARANTEE ALL LABOR AND MATERIALS FOR ONE YEAR. PROVIDE AND DELIVER ALL INSPECTION CERTIFICATES TO OWNER. FROF05ED INTERIOR
5. NEW INTERIOR PLUMBING WASTE WALLS: 2"X 6"@ 16"O.C., OR AS NOTED. ALL NAILING AND FASTENINGS PER CODE. 2. ALL FIXTURES AND FITTINGS TO BE SELECTED AND PROVIDED BY OWNER. G.C.TO INSTALL ALL FIXTURES, FITTINGS,ACCESSORIES AND TO COORDINATE ROUGH AND FINISH LOCATIONS, ETC.AS REQUIRED. RENOVATION-5
6.ALL BUILT-UP BEAMS AND WALL STUDS, 3 OR MORE, MUST BE BOLTED OR MECHANICALLY FASTENED TOGETHER OR EQUIVALENT. 3. INSULATE ALL WATER PIPING. WRAP WASTE STACKS WITH INSULATION OR INSULATE STACK AREA FOR SOUND ATTENUATION PURPOSES.
WOOD DECK AND FLOOR FRAMING 4. RELOCATED KITCHEN: NEW SINK AND FITTINGS,AND WATER SUPPLY TO THE REFRIG; NEW BATHROOMS-NEW TOILET, LAVATORIES, BATHTUB AND SHOWER; NEW LAUNDRY HOOK-UP,AND AS SELECTED BY THE OWNER AT NEW LOCATIONS
1. WOOD FRAMING SHALL BE: PROVIDED AND INSTALLED AS SHOWN IN THE DRAWINGS,AS FOLLOWS: AS SHOWN ON THE PLANS, CONNECT NEW PIPING TO EXISTING.
2. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIALS TO BE#1 ACCQ PRESSURE TREATED LUMBER. ALL FASTENERS, HANGERS,AND ANCHORS TO BE GALVANIZED OR H.V.A.C.
STAINLESS STEEL. 1. REPLACEMENT HVAC WORK: NEW ELECTRIC INVERTER HEAT-PUMP SPLIT SYSTEMS, MODEL SOPHIA#ABXC14H4S18, COOLING-SEER 23.0, HEATING-HSPF-11.6, BY COOPER&HUNTER; NEW KITCHEN RANGE EXHAUST AND EXTEND SPECIFICATIONS
3. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS. GIRDERS ON CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS DUCTWORK TO EXTERIOR.
ANCHORED INTO CONCRETE WITH A MINIMUM 1/2"DIA.X 7"LONG ANCHOR BOLT WITH WASHERS AND NUTS.
2. NEW ELECTRIC 80 GAL DOMESTIC HOT WATER HEATER, QUICK RECOVERY, BY A.O.SMITH OR EQ.
4. INTERIOR POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 24"X 24"X12"CONCRETE FOOTING. FOOTINGS SHALL BE A MINIMUM OF 42"BELOW GRADE. USE A MINIMUM ELECTRICAL
1/2"DIA.X 8"LONG ANCHOR 130LT WITH WASHERS AND NUTS.
5. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. 1. ELECTRICAL CONTRACTOR TO EVALUATE EXISTING SERVICE IF ADDITIONAL SERVICE IS REQUIRED.
6.A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. LEDGER TO BE FASTENED TO BUILDING WITH 1/2"DIA. BOLTS WITH WASHERS AND 2. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE.
NUTS. 3. PROVIDE ELECTRICAL POWER TO ALL APPLIANCES, LIGHTING AND HVAC SYSTEMS AS REQUIRED. COORDINATE ALL WORK WITH OTHER TRADES AND WITH THE ARCHITECT.
7. CONCRETE PIERS SHALL BE A MINIMUM OF 6"ABOVE GRADE.
4. ALL WIRING SHALL BE ROMEX COPPER CABLE.
JOB NO.: DWG. N0.
8. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS. EACH JOIST SHALLALSO BE ANCHORED TO GIRDER(S). 5. ALL SWITCHES SHALL BE CENTERED 36"A.F.F. UNLESS OTHERWISE INDICATED. ALL RECEPTACLES AND BOXES SHALL BE CENTERED A MINIMUM OF 12":A.F.F. UNLESS OTHERWISE INDICATED AND WITH ACCORDANCE WITH NYS ELECTRICAL DATE:
9.ALL ANCHOR BOLTS MAY NOT BE'WET STICKED'. ALL REBAR MUST BE ELECTRICALLY BONDED IN ACCORDANCE WITH 2O18 NEC. CODE. PLATES SHALL BE SELF GROUNDING.
04.14. 2023
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6. ALL SWITCHES SHALL BE BY LUTRON. CONSULT WITH ARCHITECT FOR COLORS OF SWITCHES, RECEPTACLES AND PLATES. THE OWNER SHALL APPROVE THE FINAL LOCATIONS OF ALL SWITCHES, RECEPTACLES, PANELS AND FIXTURES. SCALE:ALL LED AND INCANDESCENT LIGHTING FIXTURES TO BE DIMMER SWITCHED; ELECTRICIAN TO CONFIRM TYPE OF DIMMER PER EACH LED FIXTURE. AS NOTED51 - MU
1. PLYWOOD SUB-FLOORING ON JOISTS SHALL BE 3/4"THICK EXTERIOR GRADE, FINISHED SMOOTH ONE SIDE. 7. PROVIDE AND INSTALL SMOKE DETECTORS, CO DETECTORS PER CODE; COORDINATE PLACEMENT WITH ARCHITECT PRIOR TO INSTALLATION.
DRAWING BY: KWB
2. PLYWOOD SUB-FLOORING SHALL BE GLUED AND SCREWED TO SUPPORTING JOISTS, OR AS REQUIRED BY FLOORING SYSTEM MANUFACTURER. 8. THE CONTRACTOR SHALL PROVIDE TO THE OWNER A CERTIFICATE OF COMPLIANCE FROM AN AUTHORIZED INSPECTION AGENCY UPON COMPLETION OF THE WORK.
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STRONGS#9605 MAIN ROAD LLC LOCATIONS SHOWN ARE FROM nELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS. 6.29.202 UPDATED AND RE-ISSUED FOR REVIEUJ
AREA:21,4$7.33 SQ.FT. or 0.49 ACRES ELEVATION DATUM:
5-02-2023 ISSUED FOR SUBMITTAL REVIEIU
UNAUTHORIZED ALTFRA77ON OR ADDITION 70 THIS SURVEY IS A V10LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY'IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION 04.11-2023 ISSUED FOR REVIEW
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7I77J770N, GUARANTEES ARE NOT TRANSFERABLE.
7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD/TIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY ISSUES AND REVISIONS:
SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: MID ATLANTIC LLC;
MAP OF: FROF05EID INTERIOR
SITUATED AT.MATTITUCK RE O A I IONS
TOWN OF:SOUTHOLD KENNETH M WOYCAUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
PO 0 P.O. Bog 153 Aquebogue. New York 11931
FILE #223-08 SCALE:1"=20' DATE:1"=20' N.. PHONE (631)298-1588 FAX (631) 298-1588
Y.S. LISC. N0. 050882 PICKET FENCE
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SOIL EROSION AND SEDIMENT DETAILS SCALE: Vftk
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DRAWING BY: KWB
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6.23.2023 UPDATED AND RE-155UED FOR REVIEW
07.2.2023 155UED FOR SU51 1I551ON REVIEW
04.11.2023 ISSUED FOR REVIEW
ISSUES AND REVISIONS:
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04.14. 2023
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1. NO FUEL-BURNING APPLIANCES ARE PLANNED FOR THIS ARCHITECT
_____ _ RENOVATION, THUS CARBON-MONOXIDE DETECTORS ARE NOT 30 Smith Road.,Peconic NY 11958(212)355-7171
IN
r ; REQUIRED. IF A FUEL BURNING APPLIANCE IS INSTALLED,ACARBON-
FILL HOLE ----- EL C.D. .W. REMOVE EXIST DWH-GAS s o I MONOXIDE DETECTOR MUST BE INSTALLED AS REQUIRED BY NYS
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TEPWALL UM w - - I I FURNACE REMOVE ALL GAS ; 'L ; SEER=23.0, HEATING (19K BTU) HSPF=11.6; 12 AMPS.
IN AS REQ'D I I I I PIPING;CAP AND SEAL AT
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n I m LL Z' I EXISTING WD EXIST. BASEMENT A.O.SMITH OR EQ., DIRECT VENT.
g z Z ____GIRDER AND CMU (438 GSF)
L I I cn w LL I POSTS (2X6 @16"-22"O.C. EXISTING CMU
' _ ' _ R LL i EXIST. CRAWL FRAMING ABOVE) MASONRY 4.ALL NEW PLUMBING FIXTURES TO COMPLY WITH STATE AND LOCAL
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goo I i O> zz m I SPACE 6'-10 to 6'-11"HT TO FRAMING CODES FOR LOW-FLOW FITTINGS AND 1.6 GPF TOILETS, MAX.
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NEW 8"CMU 2X6 FRAMING VARIES-16"TO 22"OC 2X6 FRAMING VARIES-16"TO 22"OC ��•`��v' Cy�rE�'�i
VARIES-16"TO 22"OC VARIES-16"TO 22"OC MACAf, cj, •%
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DETAIL B/A-301 CESSPOOL
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FOOTING(3 FT BELO - a REINF CMU FNDN W/
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BASEMENT: AND CRAWL SPACE PLAN (EMERG'CY EGRESS @ GRADE)-
MIN BED ZOOM#01
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EX.WINDOW REMOVE EXIST AT EX.OP'GS)- v 11'- 1/4.
` LOCATION WINDOW I
NEW WINDOW AC UNIT, LOSET6 so INCL SLAB
@ EX.DR OP'G LPA�
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-
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A
`` REPLACE .DOOR W/
DWFA F _ T(id VANI i TLT = HALL i i NEW EGRE S WINDOW
-1 REF`-° r+-- - `_4 I•I ,�, NEW BEAM- GRADE; ELLA DBL
EX.WALK i ELEC RANGE to i 1-- ----To �,___ __ a i i -' (2)2X10 X 5 FT "' i @ NG=2'- W x 4'-11H
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MODIFIED F 11 I I BATH qOM 6`a ' �� WI�1 p
TO NEW° w II I KI HEN I C.TILE FLR i i'I �' I _1
PORCH Y II I 2 6" 6'-1 4'-1 1 0 IHTFSR SPACE ----- - I
i (+EL 1.7') �I r � , `. 1-- I SLOPED CLG
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M =RAFTERS I
PTION:DE ORATIVE I - ---r -'• ------�.----- I CL iv I
PORCH RAILING,PER . i i i i o i (CABINETS o I A NEW BEAM- I 6.29.2023 UPDATED AND RE-ISSUED FOR REVIELU
N I ACCESS -C, (2)2X8 X 3.5 FT ------ EX.WINDOW
OWNER;NO NYS RC �EW ��, I I —o-
REQ'D I I I I I 1 i I r- DDR 4 j'= MAIN _g LOCATION S.02.202 ISSUED FOR SUBMITTAL REVIEW
PORCH J L-__J L--------- _- 1 V-71/2" LJ _ 2�Ti 7a a
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CONC. ° a x I �, -WALL MTD ABOVE DR i I - - -- ►� ---a-- - SD i I i &, 185 SF 04.11.2023 ISSUED FOR REVIEW
WALK TO a w I NOTE: ALL I I I 6 I I FIN.WOOD FLOORING
NEW w °D 13D SF i ea EXIST. HOUSE DIMENSIONS TO i I I `�� I•I SPLIT HEAT- N
Z o b c�Nc. , - (925 GSF) WALL FINISH 1 i PUMP UNIT-
- PORCH N +Q:1T) 1 WALL MTD 7'
L________ — TO BE DEMOLISHED I E.G.GYP TO GYP)( o _ r ISSUES AND REVISIONS:
,e NEW ENTRY ( I , EXIST WA LS 2'-10 5/8" 4 3/4"iv 3'6"� -+- ---J-_----_41 -__J_--
- EXISTING TO REMAIN I DOOR GREAT ROOM r i (R BE DE ) LAUNDRY M S WER i�,
5'0"— — WITH KITCHEN ! (RED DASH) I7
71 NEW WALK EWPORC 358 SF i i (LAP) -�"' EX.LOAD i i \`•
— NEW INTERIOR PARTITION FIN.WOOD FLOORING I 1 BEARING WALL FROF05ED INTERIOR
NEW PORCH ROOF- i i -j - 6 NEW HDR r
REF EAST ELEVATION i " TLTNEWWALLS I (2)2X8 X 3.0 FT
— EXISTING EXTERIOR WALL — NEW GL DOOR i SEHADED((TYP) o~ DR 6 1 I fi�E�lD�l,4TID�CJ
W/SCREEN DR i M BATH!
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X �a '-1 5/8" i i 4 3/4" 6'-9 14" 4 3/ g._g a o
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EX.WIND.LOC'N I1)2X8 H�t EX.WIND.LOC'N EX.WIND.LOC'N EX.WIND.LOC'N EX.WIND.LOC'N EX.WIND.LOC'N BAS E 11�111 E NT AN D
3'-8 3/ " EQ. 4' 7!8" 8'-9" 5'-01/8" 5'-1" 2'6 3/8" FIRST FLOOR
EX.VIF o EX.VIF EX.VIF EX EX EX
io
DR
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EP AS REQ' ) NOTE: ALL NEW WINDOWS NOTE: REFER TO EXISTING
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REQUIRED TO GRADE
01
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N JOB NO.: DWG. NO.
DATE:
FIRST FLOOR - RENOVATION PLAN 04.14. 2023
A SCALE: 1/4" = V-0" CALE:
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PRIVATE
RE511DENCE
I I B
I I
I I NEW CONT.ALUM
I I LINE OF GUTTER W/NEW LEADERS STRUCTURAL NOTES:
I I OVERHANG IN EXIST LOCATIONS 1. SOLID SAWN LUMBER JOISTS THAT ARE GANGED TO FORM A BEAM SHALL HAVE ADJACENT MEMBERS 26� FACTOfi�� AVENUEIN THE BEAM NAILED TOGETHER WITH THREE ROWS OF 10d NAILS @ 16" O.C. M ,� �„I�„UC
Ir---------- ------ ----------------i
I I
2. LVL MEMBERS THAT ARE GANGED TO FORM A BEAM SHALL HAVE ADJACENT MEMBERS IN THE BEAM NEUJ `r0fRK 119F22
FASTENED TOGETHER PER MANUFACTURER'S RECOMMENDATIONS, TYR U.N.O.
I I (EX. SHED ROOF FRAMING=
2X6 @ 20'O.C.) 3. STUDS THAT ARE GANGED TO FORM A COLUMN SHALL HAVE ADJACENT STUDS WITHIN THE COLUMN
NAILED TOGETHER WITH ONE ROW OF 10d NAILES AT 8" O.C. TWO ROWS OF 1 d " JO MACHINIST
( 0 NAILS @ 8 O.C., 3
APART, FOR 2X8 OR 2X10 STUDS), ALL COLUMNS SHALL BE CONTINUOUS DOWN TO THE FOUNDATION ARCHITECT
OR OTHER POPERLY DESIGNED STRUCTURAL ELEMENT SUCH AS A BEAM. COLUMNS TRANSFERRING 30 Smith Road.,Peconic NY 11958(212)355-7171
0 LOADS THROUGH FLOOR LEVELS SHALL BE SOLIDLY BLOCKED FOR THE FULL WIDTH OF THE STUD
I I co WALL LINE COLUMN WITHIN THE CAVITY FORMED BY THE FLOOR JOISTS.
I I 3:
I I o
I I x
NEW CONT.ALUM w INSTALL ROOF/WALL VENTING
\ GUTTER W/NEW LEADERS EXISTING SHED UNLESS INSTALL SPRAY FOAM
\ \ IN EXIST LOCATIONS ROOF INSULATION AT RAFTERS.
\ \ r----------------------- ----------------------------------
\ \ L-------------
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\ \ 1 i REMOVE EXISTING
\ \ 1 i ROOF OVERHANG
AND PORCH SLAB-
A ALIGN OVERHANG W/
EX.ADJ OVERHANG
\ EX. ROOFING TO BE REPAIRED AS REQUIRED(REPLACE DAMAGED
I i i
REMOVE EXIST ROOF AT ENTRY ti i
PORCH-REPLACE W/NEW ROOF I w SHEATHING); IF REQ'D-INSTALL NEW ICE/
(REF EAST ELEVATION AND DETAIL ( a. WATER BARRIER(MIN 3FT DEPTH)AT ' -
\ ON A-301) p (EX. SHED ROOF FRAMING
0 EDGES,VALLEYS, ROOF/WALL JOINTS, 2X6 @ 20"O.C.) ' � ••••"""��►
1 I X ETC.; INSTALL 30#FELT CONTINUOUS ON I ; +++++;SIERED ARC�',��i���
w SHEATHING AND ARCH COMPOSITION
(ASPHALT)SHINGLES W/RIDGE CAP VENT- 40�'
M�Cy,
1 I REF. DETAILS ONA-301. ftl
LINE OF
EXISTING GABLE ROOF EX LOW SLOPE= 1.5/12 I , ^ �� ° " •
6/1
RIDGE LINE OVERHANG s'°sues
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I
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fl- O.C. W/2X4 CLG FRAMING AND POSTS UP
WALL LINE I w TO ROOF FRAMING;
a- EXIST'G ROOF FRAMING TO REMAIN; I '
I INSTALL NEW CEILING FRAMING-2X8 @ WALL LINE
I 16"OC-BRACE UP TO RIDGE(AS REQ'D);
LINE OF w ALTERNATE: NEW ROOF FRAMING AND
OVERHANG I RAFTER TIES-REF. DETAIL A-301. I WALL LINE
I '
PATCH EXISTING ROOFING; IF
I I i REQUIRED-INSTALL NEW SINGLE PLY
EPDM ROOFING ON ROOF BOARD ON
EXISTING ROOF SHEATHING;
_ ; CONTINUE ROOFING OVER END
--- - ------------ --------------------- -- -- ----------- - - BLKG/BELOW TRIM FASCIA.
NEW CONT.ALUM LINE OF WALL LINE
OVERHANG
GUTTER W/NEW LEADERS
IN EXIST LOCATIONS
1
N
ROOF PLAN (o.23.2023 UPDATED AND RE-ISSUED FOR REVIELIJ
(:A SCALE: 1/4" = 1'-0"
D5.02.2023 ISSUED FOR SUBMITTAL REVIEW
04.11.2023 ISSUED FOR REVIEW
ISSUES AND REVISIONS:
PROPOSEID INTERIOR
RENOVATION5
ROOF FRAMING
PLAN (EXISTING)
JOB NO.: DWG. NO.
DATE:
04.14. 2023
SCALE: AS NOTED Aml 0 -AN
DRAWING BY: KWB
PRIVATE
X. ROOF- PATCH AND REPAIR
RE511DENCE
AS NEEDED ROOFING NEW ENTRY ROOF
01 (REF EAST
ELEVATION AND
DTL B/A-301) REPLACE ALL EX. EX. ROOF- PATCH
NEW ENTRY DOOR
LOW-SLOPE ROOFING =— WINDOWS WINEW AND REPAIR AS
PATCH AND REPAIR AS INSULATED LOW E REQ'D
REQ`D DBLE HUNG WINDOWS
NEW ENTRY ROOF
DEMO EXIST (REF DB/��301) M �•� I•`-I I yY 1.1
EXTENDED
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REMOVED WINDOWS w`, 6 I V 1`
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�= EX. EX. EX. Tl _
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`� OCATIO CATIO WINDOWS W/NEW GRADE INDO ARCHITECT
+ NEW VIN L SIDING ON , A I
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q O DBLE HUNG WINDOWS INDO O NEW AIR DOOR M 30 Smith Road.,Peconic NY 11958(212)355-7171
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04.l�.2023 ISSUED FOR REVIEW
WEST (ELEVATION d NORTH ELEVATION
2 SCALE: 1/4" = 1'-0" 0 2' 4' 8' 4 SCALE: 1/4" = l'-0" ISSUES AND REVISIONS:
01
fi ROP05EID INTERIOR
RENO�lATION5
WINDOW SCHEDULE
NO. TYPE SIZE HEAD HT. NOTES
TYP DOUBLE HUNG 2'-6 x 4'-11" 6'-8" REPLACES EXISTING WINDOW; VIF EXTERIOR
KIT DOUBLE HUNG 2'-6 x 3-6" 6'-8" LOCATED ABOVE KIT. SINK
EM EG DOUBLE HUNG 2'-9 x 4'-11" 6'-8" REQ'D TO MEET EMERG EGRESS @ ELEVATIONS,
GRADE MIN. NET OPG = 5.0 SQFT WINDOW SCHEDULE
SHW AWNING 2'-0 x 2'-0" 6'-8" TEMP GLAZING - IN BATHTUB AREA
M BR DOUBLE HUNG 2'-0 x 2'-10" 6'-8" REPLACE EX.- LOCATED NORTH WALL 01
NOTE: ALL WINDOWS AND PATIO DOORS TO BE PELLA LIFESTYLE SERIES, ADVANCED LOW E IG,
DUAL GLASS PANE; WINDOWS (U-VALUE = 0.30 (MIN), SHGC = 0.30 (0.40 MIN REQ'D); NEW SINGLE JOB NO.: DWG. NO.
SWING GLASS PATIO DOORS (U-VALUE = 0.29, SHGC = 0.26).
DATE:
NOTE:ALL GLAZING WITHIN 18" OF FINISHED FLOOR/LANDING OR AT OPEN SIDE OF STAIRS OR 04.14. 2023
IL
LANDINGS TO BE TEMPERED OR SAFETY GLASS.
SCALE: AS NOTED A Xul
NOTE:ALL NEW WINDOWS AND DOORS TO BE INSTALLED WITH CONT. FLASHING;ADHERED TO
NEW AIR MEMBRANE;ALL OPEN JOINST TO BE SEALED - REFERENCE DWG G-003. DRAWING BY: KWB
NEW RIDGE BEAM TO MATCH DEPTH WHERE REQUIRED: REPLACE ALL
OF NEW ROOF FRAMING; W/'LSSR' EXIST. DAMAGED SHEATHING; IF NEW PRIVATE
SLOPED RAFTER TIES BY SIMPSON ROOFING IS REQUIRED: INSTALL NEW A
ICE/WATER BARRIER (MIN. 3FT)AT RE51EDENCE
EDGES + 30# FELT REMAINING +
ROOF RAFTER
ASPHALT COMP SHINGLES.
N07,EA I ION OF AIR BARRIER
MEMBRANE MUST BE CONTINUOUS
12 AROUND BUILDING; WALLS TO SOFFIT
Lo
EX. ROOF RAFTERS = �7.5 TO ROOF; REF: G-003. 26Ej FACTOR"r AVENUE
2X4 @ 24 OC SIM
HURRICANE
STRONG TIE H2.5 MJ�TTITVtC
ZiIol INSERT NEW 2X4 WALL STUDS TO @USRI IBGA OCANETIE
I\I E I 1 WWW I �O�K l l q�2
ALT. 2X8 FASTENED TO RAFTER(5)8d NAIL 16" OC RAFTERS W/2X8 RAFTER TIES ALIGN W/NEW ROOF FRAMING AND/
FASTENED TO PLATES(5)Sd NAILS
@16" OC (RAFTERS INSUL'N =CLOSED CELL OR CEILING JOIST @ 16" OC. -
co
S P RAY FOAM R-49 VALUE) (2x4 DR sTU
INSTALL HURRICANE CLIPS AT EACH
N EXIST'G ATTIC SPACE RAFTER TO TOP WALL PLATE AND JO MACHINIST
RA STUD, AS REQ'D. ARCHITECT
TYPICAL HURRICANE TIE INSTALLATION RAFTER TO WALL 30 Smith Road.,Peconic NY 11958(212)355-7171
NEW 2X8 @ 16" OC CLG JOISTS W/ N.T.S
R-38 HP #6498281 OR EQ, FACED SOFFIT VENT 1"AIR SPACE BET'N
BATT INSULN (ASSUMED NO ATTIC INSULATION AND ROOF SHEATHING AND TYPICAL STORAGE} RIDGE VENT -ALL REQ'D IF INSULATING ALLBUILT-UP O BEAMS, (3) OR MORE, SHALL BE
DEMO EXIST. 2X4 CLG FRAMING CEILING. BOLTED TOGETHER OR EQUIV.
(24" OC - PERP TO ROOF FRAMING) ALL BUILT-UP WALL STUDS, (3) OR MORE, MUST BE
J REPLACE ALL EX. WINDOWS W/NEW MECHANICALLY FASTENED TOGETHER.
U INSULATED LOW E DBLE HUNG
X WINDOWS; FLASHING AROUND I
ITCHEN GREAT ROOM WINDOWS W/MEMBRANE
NEW VINYL SIDING ON FANFOLD R-2.7(MIN)
INSULN BD ON NEW AIR-MEMBRANE ON
R15-HP FACED BAIT
INSULN, #649822,OR EQ EXISTING SIDING (TYP)
. . . . . . . it
. . . . . .
. . . . . . . . . . . .
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1 MAIN (1ST) FLOOR _ 1 MAIN (1ST) FLOOR "`ACI"tir`
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ON NEW AIR-MEMBRANE ON
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INSTALL NEW 3/4" PLYWD SHEATHING
(SCREW AND GLUE TO FRAMING) + 30#
FELT + ASPHALT COMP SHINGLES
(GUTTER AS REQ'D).
12 ( NEW 2X6 WD BLOCKING;
INTAND EXT. W/1/2 BOLTS
NEW 2X6 ROOF FRAMING 6 @ 2 FT OC. W/'LSSR' --
@ 16" O.C. SLOPED RAFTER TIE
HANGERS, BY SIMPSON
NEW DOOR HEADER (2) ko.2'3,2023 UPDATED AND RE-ISSUED FOR REVIEW
NEW 2X6 FRAMING FOR
2X8X3.5FT e.Oz.z0z ISSUED FOR SUBMITTAL REVIEW
1" 3'-4" �
SOFFIT @ 2FT O.C.; VINYL I SOFFIT CLOSURE 04.I1.2023 ISSUED FOR REVIEW
NEW LED SOFFIT LTG ISSUES AND REVISIONS:
NEW ENTRY DOOR tip
FILLER + SEALANT AT WALL JT FfROF05ED INTERIOR
NEW 5" REINF CONCRETE ENTRY RENOVATION
PORCH (LEVEL W/AND DOWEL INTO
EXISTING); ALUM FLASHING BELOW
SILL DOWN EXT. WALL BELOW LANDING
1 MAIN (1ST) FLOOR oTl MAIN (1ST) FLOOR BUILDING SECTIONS
SLOPE GRADE AWAY
NEW REINF 8" CMU FNDTN WALL BELOW
—
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VERT DOWELS AT 4'-0" O.C. 04.14. 2023
0
DETAIL SECTION AT ENTRY PORCH SCALE: AS NOTED Ama I
SCALE: 1/2" = 1'-0"
DRAVVING BY:
KWB