HomeMy WebLinkAbout47227-Z TL=s zr'a
�o��g11FfOLKcpGy Town of Southold 7/13/2022
P.O.Box 1179
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43242 Date: 7/13/2022
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 1000 Sound Dr, Greenport
SCTM#: 473889 Sec/Block/Lot: 33.-4-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/21/2021 pursuant to which Building Permit No. 47227 dated 12/15/2021
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"interior alterations at existing single family dwelling as applied for.
The certificate is issued to 1000 Sound Dr LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47227 5/24/2022
PLUMBERS CERTIFICATION DATED 5/22/2022 hri vinski
Au o 'ze Sl
gnature
Su�FntK TOWN OF SOUTHOLD
BUILDING DEPARTMENT
z TOWN CLERK'S OFFICE
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#: 47227 Date: 12/15/2021
Permission is hereby granted to:
1000 Sound Dr LLC
7 Shady Meadow Ln
Muttontown, NY 11791
To: Legalize as-built interior alterations at existing single family dwelling as applied for.
Additional certification may be required.
At premises located at:
1000 Sound Dr, Greenport
SCTM #473889
Sec/Block/Lot# 33.4-3
Pursuant to application dated 10/21/2021 and approved by the Building Inspector.
To expire on 6/16/2023.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,429.60
CO-ALTERATION TO DWELLING $50.00
Total: $1,479.60
Building Inspector
SO(/j�Ql
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 Q sean.devlin(a-)-town.southold.ny.us
Southold,NY 11971-0959 Q
�yCOUNTV
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: 1000 Sound Dr LLC
Address: 1000 Sound Dr city:Greenport st: NY zip: 11944
Building Permit#: 47227 section: 33 Block: 4 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 29 Ceiling Fixtures 4 Bath Exhaust Fan 4
Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors 3
Main Panel A/C Condenser Single Recpt Recessed Fixtures 19 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2
Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 29 4'LED Exit Fixtures Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " Two Baths and Finished Basement
Inspector Signature: Date: May 24, 2022
S.Devlin-Cert Electrical Compliance Form
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# # TOWN OF SOUTHOLD BUILDING- DEP;p.
`�courm '' 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 �7 [ ] PRE C/O
REMARKS: ! ` G �
O
DATE - INSPECTOR •
�arag SOGIyo/- .' 22- ( O V v -
h� `o
* # TOWN OF SOUTHOLD BUILDING DEPT.
`"�ouunN 631-765-1802
1 NSPECTION
[ ] 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: As <erutvt
DATE - INSPECTOR
as -- —
f # TOWN OF SOUTHOLD BUILDING DEPT.
631-765.1802
INSPECTION
[ ] FOUNDATION 1ST [/ROH PLBG.
FOUNDATION 2ND [ ATION/CAULKING
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL
REMARKS: I YM .S )ev&
DATE INSPECTOR >
ARCHITECIURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209
Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
I -1 � ^ {�Q:r> Uf � r�
DEC - 2 2021
November 30, 2021
t4{...� - e
Town of Southold
P.O. Box 1179
Southold NY 11971
RE: Phillips Residence
1000 Sound Ave
Greenport NY
To Whom It May Concern,
Based on my site visit,to the above address,the residence is a 5-bedroom home.
Please contact our office if you have any questions.
Thank you,
Anthony Porti lo, RA, LEED AP
,ik
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�`�•�.,-.mss=rrh
L--7 aa-�
AM P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952
Phone:(516)214-0160
Design + Build
® E C E
JUN 2 3 202 DD
June 23rd,2022 BUILDING DEPT
TOWN OF SOUTHOLD
Town Of Southold
P.0 BOX 1179
Southold NY 11971
RE: Phillips Residence
1000 Sound Drive
Greenport NY 11944
To whom it may concern,
Based on my inspection at the above address the framing, insulation,and rough plumbing
were completed per the approved plans and NYS Code.
Please contact our office if you have any questions.
Thank you,
Anthony Portillo, RA, LEED AP
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Page 1 of 1
FIELD;INSPE.Tit-O R P tT•.' '72'ATE.:. `r<; _- COIVTIVIENTS
FOUNDATTON•:(1ST): �J y
.FOUNDATION;(VN ).
. .. 1. .. . H
ROUGH PlUALMING:B .
PLUIGIBIN.G: y
INSULATION.pR N..Y'. H
STATE ENtk6Y CGDE
P1NAL ..
v: 'Q
ApDTTONALt C;t .NTS
:6IF
01-1
H.
gOffo1K
�° . e�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT
N Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT N0. ZC>c1c>Z Building Inspector: 'i 2 , 2021
Applications and forms must be filled out in their entirety. Incomplete TOb*•iNJ Or�Ou friOLD
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:10/15/21
OWNER(S)OF PROPERTY:
Name:Michael Phillips__ SCTM#1000-33-4-3
Project Address: 100 Sound Dr Greenport
Phone#:516-526-8240__ Email:mphillips6465@gmail.com
Mailing Address: 100 Sound Dr Greenport
CONTACT PERSON:
Name:AMP Architecture, Josh Corrice
Mailing address:1075 Franklinville Rd Laurel
Phone#:516-214-0160 Email:jcorrce@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:AMP Architecture, Anthony Portillo
Mailing Address:1075 Franklinville Rd Laurel
Phone#:516-214-0160 Email,aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: TEma
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION '
Existing use of property: �q)(�Jt Fo')) ��
I�U10 Intended use of property: Si �LL(1`}► Sid�'/7'
Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to
_ ��'� this property? ❑Yes NO IF YES,PROVIDE A COPY.
L4 1.
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 allapplicable 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 ): ���� p �,�G{ L�Authorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK))
COUNTY OF W I M- )
-�o5\rN C-0- Mm'r'- being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the workwill be performed in the manner set forth in the application file therewith. �Q
BARBARA H.TANDY
Sworn before me this Notary Public,State Of New York
No. 01TA6086001
Qualified In Suffolk County
day of �� ,20 t Commission Expires 01/13/20�3
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
11.Co Ctj �z � residing at � f,6 tv cm
5 c-f P 11711 do hereby authorize AMP ARCHITECTURE to,'apply on
my behalf to the ToWn of So old.Building Department for approval as described herein.
r; OjTirrqos Signature Date
Print Owner's Name
2
t
DING DEPARTMENT- Electrical Inspector
BUILDING DEPT TOWN OF SOUTHOLD
TOWN OF souTHq&n Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(aD-southoldtownny.gov - sea nd(aDsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: EleckZCbOA / Oo n 4vrt sAi V'
Electrician's Name: &,N,( b Ove- 1
License No.: P4 E -J og6 Elec. email: C—e f-q C-f P CO- Nic CO
Elec. Phone No: I 2a y --R4 LLD I request an email copy of Certificate of Compliance
Elec. Address.: .3LI8 l SI Dpe r Pa a iJ- �A - 'Z9'
JOB SITE INFORMATION (All Information Required)
Name: �l 1 S
Address: j OCA Soo,nok -p &2F-E-A
Cross Street: M Lt A"
Phone No.:
Bldg.Permit#: 22 'x- email:
Tax Map District: 1000 Section: 3 Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please. Print Clearly):
Square Footage: 7
Circle All That Apply:
Is job ready for inspection?: YES ❑ N Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES NO Issued On
Temp Information: (All information required)
Service Size 1 Ph❑3 Ph Size: -2---c-OA # Meters Old Meter#
F1 New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 n2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Inspector
-DING DEPARTMENT- Electrical Ins
. � so���t • �; FEB 1 a 2022 P
` BUILDING DEFY T.
TOWN OF SOUTHOLD
- ;;., �vn Hall Annex - 54375 Main Road - PO Box 1179
o. TOWN OF SOUTH
^� Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765=9.502
rogerr(cb_southoldtownny.gov - sea nd(a_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali Information Required) Date:
Company Name: G�c Oon4mc_,:�t c'
Electrician's Name:
License No.: I`4 it -y cG76, Elec. email: (j. ' . CO
Elec. Phone No: I y y LLD I request an email copy of Certificate of Compliance
Elec.-Address.: 848 lg S i DPe* Nate i Av. ftr72_9'
JOB SITE INFORMATION (All Information*Required)
Name: Phi
S
Address: 100D S- 0ci-nok -1)(Z. ` ve/T-
Cross Street:
Phone No.: --- 2__q�
BIdg.Permit#: 7Z 22` email:
Tax Map District: 1000 Section: 3 Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please. Print Clearly):
t-f--e�rb-tor. -� ►�s -I l 3�t-1-�,S
Square.Footage: 7
Circle All That Apply: 4
Is job ready for inspection?: YES❑ N Q [O/
Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES NO Issued On
Temp Information: (All information required)
Service Size 1 Ph❑3 Ph Size: -7i`0A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 n2 H Frame Pole Work done on Service? Y nN
Additional Information:
PAYMENT DUE WITH APPLICATION
�,C/ 0,,/1�
PERMIT# Address:
e
Switches
Outlets
GFI's
I
Surface
- IA
Sconces I 1,
1 _
HH's
I
UC Lts ,
Fans Fridge
Exhaust �� Oven . W/D
1 IC
Smokes DW Mini-
:G
� •° - •
_ ...Mier..... . .
:.:.Carboni
_ . . . . Oerierator
o
.
ombb
C-6.0 top !Transfer
AC AH. Hood Service
L 1 �j� Amps Have Used
Special:
LA 1
C� Z
Comments:
A M P Arch i to ct u re Address:10200 Main Road,Unit 3A.Mattituck NY 11952
Phone:(516)214-0160
Design + Build
June 28, 2022
Re: Phillips Residence
1000 Sound Drive
Greenport NY
To Whom It May Concern,
Enclosed please find the solder certificate for 1000 Sound Drive,Greenport NY.A sign off letter was also
submitted for this address on Thursday(6/23).
Please contact our office if you have any questions.
Thank you,
Jess Magee
Page 1 of 1
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�- 9/3LTd-lOip:XOPEYBER 11,2010 171 EAST MAIN STREET� - IiJP ArA►DQR DAfDy 'Al1ENp TOAD:JANUARY 18.2011 BAST ISLIP.N.Y.I!>90 FILED:APRIL 27,7861-No:1011
N DD171N.DR MAU' SJIPIIE3+GMB YARCH I,Y0r1 1 AT CREENPORT,TOWN OF SOU7HOLD,
D1E2m.YAELYl7,YOrI TEG 651-277-8605 SUFFOLK COUNTY,NEW YORE
e ! FAX.89h27T-3906 StTY:1000-088.00-01.00-005.000
�.... 0.PTQ020—
m 1000.SOUND DRIVE, GREENPORT 2 '0
APPROVED AS NOTED O C C U PAN CY OR
DATE:. �'/5' B.p.# a USE IS UNLAWFUL
FEE$ BY g1,;VITHOUT CERTIFIC 9 r
NOTIFY BUILDING DEPARTMENT' AT � �� ;,� v
765-1802. 8 AM TO 4 PM FOR-THE a.
FOLLOWING 'INSPECTIONS:'.
1. FOUNDATION.L>,TWO REQUIRED
FOR POURED'CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL -CONSTRUCTION MUST 'C0MPLY WITH ALL CODES OF
BE COMPLETE FOR .IVEW YORK STATE & TOWN CODES
ALL CONSTRUCTION SHALHAL L MEET THE
REQUIREMENTS OF THE CODES OF NEW AS�JREQUIfiED,AND CONDITIONS OF
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. ATHOLD TOWN ZBA
SOUTHOLD TOWN PLANNING BOARG
�SOUTHOLD TOWN TRUSTEES
N.Y.S.DEC
Additional
Certification
May Be Required.
NOTE5 4 SFE( I F I OAT1 ONS CARPENTRY W00P FRAMING MATERIAL STANDARDS
IT Is TIE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION VOCAHENT 15":lm ALLLUMBER SHALL BE DOUGLAS FIR LARCH#2 d BETTER(Fb = 5.75)UNLESS OTHERWISE THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE Q V
OF ANY MATERIAL OR METHIOD OF CONSTRUCTION NOT 5PEGIFIGALLY
T06ETHER AT ALL TIMES.IT 15 ALSO THE GONiR/�.GTOR'5 RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING
SPEGIFIGATIOhtS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK " „ 1 ~
2. ALL LUMBER IN CRAWL SPACES TO BE 15 ABOVE SCRATCH COAT. MAINTAIN 5 MIN. JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED ' , to
W Z O
FOUNDATION EXPOSURE. ACENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR � W
6EtNERAL GREATER STRUCTURAL SAFE=T`r OR DURABILITY,SUCH PRODUCT OR PROGEDUF2E : �'. "".1
I. NO WORK TO START UNTIL APPROVEL> PLANS ARE OBTAINED t�ROM THE 3.SILL 5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,9_50 PROVIDE SILL SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT --�
APPLICABLE E3UIL ART DEPARTMENT. SEALAW:AJLATION.SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"x6" 15 NECESSARY TO MATCH (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD
FLOOR FEI6,HT�' WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT,AS ® � ui �
2. ALL CONSTRUCTION SHALL BE PERRMME'.D IN A WORKMAN LIKE MANNER APPLICABLE A5 A DERIVED WORK). F_ Z
ALL DIMENSIONI5,CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING `I AT FLUSH FRAMINl6 USE IG, GAGE METAL JOISTS HANGERS BY TECO OR F�2UAL.
I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBL9R, � � Z
STRUGTURE/51TE SHALL BE FIELD VESRIFIED BY GENERAL CONTRACTOR. J
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, PREFABRICATED WOOD I-JOISTS,STRUGTURAI_ COMPOSITE LUMBER, J = �-
3. ALL. WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES 'A`ND WALLS• PREFABRICATED WOOD TRUSSES,GYPSUM,HARDBOARD,AND STRUCTURAL 1!- P `5
AND AUTHORITIES HAVING JURISDICTION. PANELS, SHALL CONFORM 70 THE APPLICABLE STANDARDS OR GRADING ®� :
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,P05T5,AND BATH TUBS, U.O.N. RULES SPECIFIED IN I.i THROUGH 1.5. O O O
4. ' UNNOTED OR NON-VISIBLI=EASEMENTS ARE THE: RESPONSIBILITY -� � BEAMS,61RDER5,ETC,. TO HAVE: MIN.OF 3-1/2" BEARING I.I.LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, a
OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED Lf� m
5. ANY OMI551ONL5 OR DISCREPANCIES OF PLANS AND/OR .LOB CONDITIONS 8. MIN• HEADER To BE (2) 2"xlo" UNLESS OTHERWISE NOTED. BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY (5-001 ,pp PROJECT LOCATION &SCOPE 0 m
SHALL BE CLARIFIED WITH THE ARGHITICT/ENGINE ER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE
q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO 8E P.T. AMERICAN LUMBER STANDARDS COMMITTEE: OR EQUIVALENT. THE - LEOAL IZE FI N I SHED BASEMENT ZONING DATA
WITH THE WORK• 6RADE:MARK SHALL INCLUDE AN EASILY D15TINOUISHABLE MARK OR jr
6. NO DEVIATIONS OR CHANCES TO THE'_ STRUCTURAL SYSTEM SHALL BE MADE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PACE IN516NIA OF THE 6RADIN6 A6E'NGY WHICH COMPLIES WITH THE - RENOVATE 15T FLOOR EX15TINO �3�DROOWOFFICE AREA GENERAL NOTES Z
UNLESS APPROVED BY THE ARGHITEGT,EN6INEER 6-005. 6ENERALLY,5HEATHIN6 15 OF 1/2 THICKNESS ON WALLS AND ROOF AND IS OF COX REQUIREMENTS OF U5. DEPARTMENT OF COMMERCE P520-Iq. Q W
GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR /'� 'J
7.CONTRACTOR TO VERIFY DIMENSIONk5 OF FOUNDATION WITH FLOOR PLANS DIFFERENT NAILING RE=QUIREMENTS WHEN APPLICABLE. 12. CLUED LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET A-I O I .00 AS-BUILT FOUNDATION PLAN J
BEFORE THE START OF FRAMING THE PROVISIONS OF AN51/ALTG A I qO.1 STRUCTURAL GLUED LAMINATED
11. SUB FLOORING,GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX 6RADE. NAILING A5 TIMBERS.
PER FASTENING 5C+iWULE ON PAGE 6-003 AND CLUED,U.O.N. Z Tq VA
5.DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 1.3.PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51N6 PREFABRICATED Y TI 0
q.DO NOT SCALE DRAWINI65,WRITTEN DIMEN510N5 TAKE PRECEDENCE 12. EXTERIOR SHEATHING TO BE COVERED WITH TrVEK' HOUSE WRAP OR APPROVED EQUAL. WOOD 1-JOISTS SHALL MEET THE PROVISION5 OF ASTM D5055
STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING �1
10. OWNER/E9U
ILDER ARE RESPONSIBLE FDR ALL INSPECTIONS,APPROVALS, 13. BLOCK E=XTERIOR STUD WALLS AT HALF STORY I-EI&HT5 AND AT UNSUPPORTED EDGE STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-Jo15TS,THIS -I O2"OO PROPOSED DEMOLITION PLANS Z CV
GE_TRTIFIGATFS,CERT. OF OCCUPANCY OR GOMPL.ETION AND UL. APPROVAL SEAMS OF EXTERIOR SHEATHING. DOCUMENT,THE GOVERNING BUILDING GORE AND ANY ADDITIONAL
REQUIREMENTS AS SET FORTH IN TME MANUFACTURER'S CODE PROPOSED FIRST FLOOR PLAN W W
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA 14. PROVIDE 'X' GR055 BRAGINI6 AT JOISTS,STUDS,AND RAFTERS WHEN SPANS EXCEED EVALUATION REPORT. ,
AND SHALL NOT BE ALTERED OR BE REPRODUCE=D WITHOUT WRITTEN 5'-0" AND AT EVERY 5'-0". FROJEGT / ZONING DATA ti' � Lf)
PERMISSION FROM THE ARCHITECT. 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES O
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE 6-003. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF TAX MP.P # 1000-033-04-03 vq � 0
12. THE ARCHITECT I5 NOT RETAINED FOR SUPERVISION OF THE WORK AND I5 ASTM V5456 STANDARD SPECIFICATION FOR EVALUATION OF �-I O I "OO DWV WATER SUPPLY RISER
Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCUMEN,THE /
RESPONSIBLE FOR DESIGN INTENT ONLL'(. 6OVERNIN6 BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS ZONING D15TRICT R-40 NG
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE of OCCUPANCY. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. 5E T FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT.
15. AT "WET WALL' PARALLEL TO JOISTS FRAME DOUBLE J015T A5 PER GORE. 6ETERALLY, I5. PREFABRICATED WOOD : ASSEMBLIES USING PREFABRICATED LOT AREA O.O OGRES CC
14. THE GONTIRAGTOR SHALL KEEP PREMISES REASONABLY GLE=AN AT ALL SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB FLOOR SHALL NEVER WOOD TRU55M SHALL MEET THE PROVISIONS OF THI5 DOCUMENT,THE F=--
TIMES. AT THE COMPLETION OF WORK,•THE CONTRACTOR SHALL REMOVE ALL &OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS Cof0 - IN GROUND POOL 35520 ;-1/16/12
RUBBISH,WASTE MATERIALS,TOOLS, ETC.,GLEAN CLASS AND LEAVE: WORK EXCEED A I6" SPAN. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE U
BROOM GLEAN.
la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING A5 PER PAGE CONNECTED WOOD TRUSS GONSTRUGTION,THE: TRU55 DESIGN DRAWINk55, GofO - SINGLE FAMILY 35821 ;-f/16/12 H
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND 6ENERAL 6-003• OR THE MANUFACTURER'S GORE EVAL..UATION REPORT. DWELLING
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES = J
AND ORDINANCES. 2O. "P.T." SPECIFIES PRESSURE PRESERVATIVE:LY TRE=ATED LUMBER IN Ib.GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL GofO - ONE: FAMILY DWELLING 2318 ;a/6/Igbb V J
ACGORDANGE w/AWPA 022;WHERE DRILLING AND/OR GUT77N6 OCCURS,FIE=LD TREAT MEET TME PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM m
Ib. THE ,ONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER METAL BY REPEATED WALLBOARD,ASTM G57 SPECIFICATION FOR GYPSUM LATH,OR ASTM C7q Q .
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YE=AR AFTER BRU5H1N6,DIPPING,OR SOAKING UNTIL THE WOOD SPEGIFIGATION FOR GYPSUM SHEATHING BOARD. FEMA FLOOD ZONE X I. .,,
COMPLETION OF PROJECT. AB5ORB5 NO MORE. ALSO,FOR HARDWARE USE=D WITH P.T. LUMBER, HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL
CONTRACTOR 15 TO jN5TALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MANUFACTURER I-I. HARDBOARD: SUFFOLK COUNTY HD APPROVAL RIO-11-0017 6 BEDROOMS
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, SUCH A5: HANG R5,NAILS, SCREWS,FLASHIN6, ANCHOR BOLTS, ETC. FOR LOCATIONS SUCH MEET THE PROVISIONS OF ANSI/AHA 955.4 BASK HARDBOARD OF t
ARCHITECT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AS: LED6ER$D.,SILL PLATE,DECK CONSTRUCTION, ANSI/AHA AL35b HARDBOARD SIDING. ,�h"�
AGAINST ALL CLAIMS,DAMA6E5,LOSSES AND E=XPENSES, INCL.UDIN6 ETC. ANY RLEFERENCES TO GGA ARE TO REPLACED WITH P.T. "' �"
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 18 5TIRUGTURAL PANELS: HABITABLE SPACE EXISTING PROPOSED
THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE(A) 21. LVL (LAMINATED VE'.NEER LUMBER) DENOTES EITHER OF THE FOLLOWING:
15 ATTRIBUTABLE TO BODILY tNL�JRY,SICKNESS,DISEASE OR DE=ATH OR TO A.ITRU55 JOIST McMiLLIAN 14E MIGROLAM 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHAD^
INJURY TO OR DESTRUCTION OF TAN61EXE PROPE=RTY (OTf•ER THAN THE WORK B 6EOR61A PACIFIC 2.OE 6-P LAM MEET THE PROV1510N5 OF U.S. DEPARTMENT OF COMMERCE BASEMENT AREA O S.F. 1,042 5.F.
ITSELF INCLUDING THE LASS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN PSL (PARALLEL STRAND LUMBM DENOTES: VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND
WHOLE OR IN PART BY ANY NECLICENT ACT OR OMISSION SOF THE A. TRU55 J015T MGMIL LIAN ZOE PARALLAM INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY TOTAL_ BEDROOM COUNT 3 5 \
CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY AL1 TO BE INSTALLED A5 PESR MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FDR
EMPLOYED BY ANY OF THEM,CR ANYONE FOR WHOSE ACTS ANY OF THEM MAY EVALUA ION STRUCTURAL- USE PANELS,APPLICABLE GORE
'i3E LIABLE RECARDL ESS OF WHETHER OR NOT IT I5 CAUSED IN PART BY A 22. I-JO15T FLOOR SYSTEM5 SHALL BE IN AGGORDANGE WITH THE WOOD FRAMINL6 MATERIAL EVALUATION REPORTS.
vARTY INDEMNIFIED HEREUNDER. STANDARDS 5EGTION, THE 6OVERNINC BUILDING CODE, AND ANY ADDITIONAL RE QUIRE:MENTS IB2. ORIE=NTED-STRAND BOARD (OSB),WAFERBOARD ORIENTED-STRAND
SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION RE=PORT.
o. ALL MATERIALS, ASSEMBLIES,AND 'METHOD OF CONSTRUCTION INGL.UDIN6 BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET
:'BUT NOT LIMITED To FORM-WORK,51-ocK-WORK,FRAMING,, NAILING,PLACING 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL NOT BE CUT IN THE PROVISIONS OF U.S. DIEPARTMENT OF COMMERCE VOLUNTARY
OF CONCRET>:,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR THE MIDDLE ONE-THIRD OF THE RAFTER SPAN.NOTCHES IN THE OUTER THIRDS OF THE SPAN PRODUCT STANIDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT °'^ "'' � � `
IF SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL RAFTER DEPTH. WHERE NOTCHES ARE MADE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS OR '� IW� .A�, y;,., ° p � ' x' ,, w� °' .A e . � ' " 0' ^_+F:, „ # '' # �
TO BE SURE: THEY ARE IN ACCORDANCE WITH THE DRAW►NGS,5PEC ICATIOMS, a , � � 4 �,
APPLICABLE CODES AND 600D PRACTICE. veviATION5 FROM Ti E DRAWINGS AT SUPPORTS THEY SF+A L NOT E XGEED ONE-FORTH THE AG NA_ RAFTER DEPTH. BORED APPL IC ABLE GORE EVALUATION REPORTS. " ' ,.,w��'��3:, � ' , '���„ ,:� � �� ' i * � � a� : a �
AND 5PEGIFIGATIONIS WILL NOT BE PER:MITTED WITHOUT WRITTEN HOLES ARE LIMITED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DE"PTH AND THE EDGE 'e` „w ��« p� ,. f �� . £' a ^-: + , X
OF THE HOLE 5HA1 NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. 1.6.3. PARTICLE BOARD: PARTICL..E BOARD USED IN STRUCTURAL I � � r ��. >. � .� ��""`�"" .w� '� + � �
AUTHORIZATION OF THE ARCHITECT/EW31NEER _ °' ,' ¢�. ',„ �. T � ,: x . "-- ; " 4; 'm,, 10
APPLICATIONS SHAL CONFORM TO AN51 A205.1 AND ANY #*„ , -��a _ ''' .', �..n,.t,, _, �.':sn . .,, A' "
24. NIOTGHE5 IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN TIE MIODIF ONE-THIRD REQUIREME'NTY A5 5E:T FORTH IN THE MAMUFAGTURERS GORE ; �h - ; _ ;�. ," n ;4 ;�
{9.THE GONTRAGTOR SHALL E31:RE=SPONSIBLE POR ANY SHOP DRAWING I... -, • � ,, ' „; '.r w. 4 .
OF THE 5TUD LENGTH. NOTCHES IN THE OUTER THIRD5 OF THE STUD LE:N6TH SHALL NOT EVALUATION REPORT. '
: €
NEEDED,UNLESS OTHERWISE SPEGIFILT. ALL DIMENSIONS AND GOND IONS � 'T,,
EXCEED 2595 OF THE ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE _ . '' r. ,
" wr ;. 11 r t, ,1 ,.
PERTAINING ARE TO BE FIELD VERIFIED. :�_, .� .,'• + ,. .
Ar-TuA.t_s E CL05M TH T 1.5.4.FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS °'' '..
TUD DEPTH AND THE ID6E OF THE HOLE SHALL NOT B AN 5/8 O THE ; ." Ik:,.
,,
, . .'_...
x
PROM 10 OF ANSI HA AN4.1 OSIC „, ¢' ,. w.. _ r
R ro REMOVE d RELO.ATE A5 REQUIRED ALL EXISTINl6 WORK IDLE OF THE STUD.NOTCHES AND HOLTEra SHALL NOT OGGUR IN THE SAME GR05S-SECTION. SHALL MEET THE 5 NS /A GELLUL �, �- ., I ; .
20. GONTRAGTO f �, ,, �s� � 't
.,I , 1, #. •
WHICH INTERFERES WITH NE=W CONSTRUC=TION IN A WORKMAN LIKE MANNER. FIBERBOARD OR ASTM 0206 STANDARD SPECIFICATION FOR 4 . ��,pp � �`" ' � ",,;
25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE GELLU1A51G FIBER INSULATINl6 BOARD. .. ."' � +�;w* ;a ,,L'w �r..,,:,.." •r.," a,..' �' <h
A I ARE T BE INISTAU:ED AS PER MANUFACTURERS CONTRACTORS ATTENTION I5 DIRECTED TO THE APFLICABL E DETAILS, :: ," 1 ^ d' v". "° 'e �:
21. ALL M TER ALS O
NOTES,AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 185. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING U5[� IN ", '.,,, .'7% s 7��d #t = n ,
SPECIFICATIONS,UNLESS NOTED OTHERWISE. . ,,
SPECIFIES THE REQ77 NAILIN6 FOR THE SHEATHING(ANY NAILING STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. ' " ' ., . "`' i w �Yr � �" � ,,`
„ �,, ` a',' ", '..,,+'.,. a
= SPIEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPEF',SED): A5 I DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I °. w � ¢ .',,, w
22. PROVIDE FIRE"BLOGKIN6 A5 PIER N.W YORK AGGESSIB'ILITY STANDARDS. THE F TEN NG, SCHEDULE). ,..3, -. ". % . - q. `' �' , ,
" Ya ,.
HOIDOWNLS OPERATE IN GON UNCTION WITH THE PERFORATED 51IEARWAL SYSTEM (INSTAL (PS- I),THIS 60VERNIN6 BUILDING GORE, „
AND ANY ADDITIONAL `,I d
"':`
• ;
REQIUIREMENT�• AS SET FORTH IN APPLICABLE CODE EVALUATION " t , ', "',
23. PLEASE NOTE THAT THC-5E PLANS ��RE PROTI:GTED AGAINST ANY AS PER APPLICABLE DETAILS d MANU. SPEC.s). HOU70WN LOCATIONS ARE SPECIFIED ON `:, ., K. / >, ,, `: ,• „r,.^; m
UNAUTHORIZED USE UNDER FEDERAL L�:VN BY THE ARCHITECTURAL WORKS R NS. REPORTS. I ; . '> ' �' T ;-
THE FOUNDJFLDO PLA ^: ' ' "'' "
a R$, r , ;` , x; try rA '� kr:' i., ay,,�y„F - ..t.,� �"
GOPYRI6HTT PROTECTION AGT OF IggO (AWGPA),WHICH HAS SEVERE PENALTIES. ""�y,
22. FASTENERS AND GONANEGTORS: ALL FASTENERS AND GONMEGTORS SHALL "Y �
26. COLUMN BEARING AS FOLLOWS: x x
I ,
5F
`k". •Y,:R. a1r " 'a. a _ a,; 't ' , '�,; :r i„ eIR �,,;4.,,t t r '.iN
GODE5 AND REFERENCE STANDARD: WO P TING TO BE BLACKED SOLID TO FDUNID.WALL w CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 22.7. „:,' „
OD 05 /END GRAIN, „ t 'e. ,
,I.
",,. ;_� V
t. ALL NFJ�I WORK PEERFORMFA SHALL C=ONFORM TO THE 2020 NEW YORK TREATED WOOD d FLA5HINC STEEL COLUMN. ARE TO BEAR UPON FOUND. .d,..Y 1 kI:
STATE BUILDING GORE,2020 NE W YOF:K STATE: RESIDETTTIAL CODE,2020 2 2.1.BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 182.1 SQUARE AND • p
WALL w/STEEL SHIMS d A MIN. 3/4 OF NON-SHRINK GROUT. w '• ^° d ;f to
NEW YORK STATE PROPERTY MAINTENL�NGE CODE, AND 2020 NEW YORK '� HEX BOLTS AND SGRFJ^I5(INCH SERIES). }<'' :5 t 4,. � 1..,..-n, a^� ` � .'- I
SECURE w/(2) I/2 b ANCHOR BOLTS(4 LONG E=XPANSION BOLTS o w- ,c r, , �.. ( z
STATE ENERGY CONSERVATION CONSTRUCTION CODE. EXIST. WALLS d 12 L.ONC HOOKED BOLTS® NEW FOUND. WALL ). FOR ANY ,, , . -,** �'¢` 'H 11 , _ ;� r; :. 0 ,� . w
222. LAG,SCREWS: LAG, SCREWS OR LAG, BOLTS SHALL COMPLY WITH ANSI/ ~, k -^ ' AT"4 E
PO5TIN6® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING(o MIN. Ib >' "r , ), �' ., _ r' ', I,s '' , :'
2. REFERENCE STANDARD USED FOR �dLL WOOD FRAMING,GONWEGTIONS OF ASME BI62.1 SQUARE: AND HE=X BOLTS AND SCREWS(INCH SERIES). t . `n „ . :. ,, M+ - 4.', ,.4" , .
WOOD FRAMING AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME WIDE 3 COURSES OF SOLID BRICK MASONRY CE=NTERED m POSTING,U.O.NJ. b .;' b $ ; ,, s, ,, , ; a , ., , , - O
HOWEVER,WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE w..A, � „ 'r,�" �° " ,,�,: .. . : ' , ';,. v
CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ` A , .� :t` �, � a,
(AFdPAi AMERICAN WOOD COUNCIL (A1JG). IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ,, ,.,, , ¢ ,. '.
STANDARD SHEARWALL HARDWARE(w/NIOTED VALUES) d ANCHOR E30LT5, SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DE516N ,dA ' V k
STANiDARD FOR META_ PLATE GONNIEGT7D WOOD TRU55 GONSTRUGTION, M ,. `` k '. * �'
U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.X" BENT PLATE 5" LONG 4 III* .a � 0„ , . ,�.
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE GOVERNING,E5UILDIN6 CODE,AND ANY ADDITIONAL REQUIREME=NTS , +, '
PLUMBING CODE. w/6" RISE: d w/(2) 0/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS A5 SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. s,+ ,a ; ' � � � R t N ,''. , ,. -� F� d � � .. .: r. .,'
SET 6" DI5T.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003.
T + .., _''
4.ALL MECHANICAL WORK SHAL CONFORM TO THE 2020 NEW YORK STATE 22.4. METAL GONNIEGTORS WHERE METAL PLATE OR STRAPPING SIZE AND -, 1` J'I . <A '� ' .,, . ». �^ I I-
�' :.
.�
MEGHANfGAL CODE AND 2020 NEW YORK STATE FUEL 695 CODE. 696E ARE SPECIFIED,MINIMUM ASTM A653,STRUCTURAL QUALITY FTI' y. R .F ' `® # "f� r ' "„ M Q
GYPSUM WALL BOARD '':s �,* 4: *x . I s .; e _ L]
GRADE 33 STEEL SHALL BE USED. OTHER METAL GONMEGTOIRS SHALL ' :e. ,.: a. " a
I. GYPSUM WAL BOARD SYSTEMS SHAL BE of A TAPE JOINT AND JOINT .I ?} ,, A a, , 4 M � �; , :` � �a.„� �S �, '." �y �
5. ALL FLEGTRIGAL WORK SHALL GONE°ORM TO 2017 NATIONAL ELEGTRIG COMPOUND MEt HOD. MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING GCSE AND ANY ` ;,, , y
w
RGY CONLSI=RVATION ADDITIONAL RF�2UIREMENTS AS SET FORTH 1N THE MANUFACTURERS a _ .. `: : A °'' - �` °' �'
,ODE,NEPA 70 AND 2920 NEW YORK STATE E°NE �. ' o w) . ,. _ PROJECT:
GONSTRUGTION CODE. " CODE EVALUATION REPORTS. Y.- r "` ,.+ +�' '+_;, ' .
2. ALL GYPSUM BOARD SHALL BE 1/2 ON WALLS AND CEILING, UNL 55 ;• " '. „x Sr o. '' t, x :
OTHERWISE NOTED. WATER RESISTANT(W.RJ AT BATHROOMS AND WHERE ,..'.. ' M , io" 9° I - #, . t. L
DEETIED APPLICABLE. 2.25. NAILS: NAILS SHAL COMPLY WITH ASTM F 166-► STANDARD , ,+ ,,; 4 ,%,=r', ry ,_ ' t ; ' �s �r.
SPEGIFIGATION FOR DRIVEN FASTENERS: NAILS, SPIKES,AND STAPLE. y. ?° � ° , Y. r ., s- , , w a
'. a , f <' �. PHILLIPS
GENERAL WIND PROTECTION GONNEGTION MOTES: 3. 5/5" ONE HOUR RATED TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS " a It r
;vim a '.
ADAPTED FROM STANDARD FOR HURRICANE RIE515TANT RE51DET1TIAL 2 26. PNEUMATIC NAILS AND STAPLES PNEUMATIC NAILS AND STAPLES ,.. , ,, .
MWERE APPLICADIZ AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET " '" . :;, .s ., ".... ' t �'- .,r, I x" ± "' AS-BUILT
SHALL MEET THE REQUIREMENTS of THE 6oVERMIN6 BUILDING GODS a •* # Yea:" /RENO.
GON5TRUGTION;55TD 10-gq AND 2016 530 HIGH WIND EDITION WOOD FRAME IN E:AGH DIREGT70N BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING � t ��,�: �pVlt *, ;. c tM" ° 1 'a , � ,
GONLSTRUGTION AND ONLY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE " * ` ,," � �;y � *� � r Vs r`; y ,, fi
EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL MANUFACTURER'S CODE EVALUATION REPORTS. " 4,
I. A CONTINUOUS LOAD PATH BETWEEIN FOOTINGS,FOUNDATION WALLS, GONGRE"fE PANELS OF 5/8" THICKNESS MINIMUM. A! " 1 ,a :' " " '` „ "' I`k " Mr .
FLOORS,STUDS AND ROOF FRAMINS SHAL BE PROVIDED. � ,;, ° k . .y �,;
22:7.SCREWS: 5GREW5 SHALL COMPLY WITH AN151/A5ME B 186.1 - s ' � , .x ,,.+,n` ft t ', I I
4.FINISF+JOINTS,J-BEAD.NAIL DIMPLES,CORNERS,AND ED6E5 SHAL BE _- ,''' gyp,, ��.:. a°, . :: � °,.w _ �': "° '
2. APPROVED CONNEDTORS ANGHORi AND OTHER FASTENING DEVICES NOT WOODSGREWS (INCH SERIES). « .a�'` «I Ai :� w � ') ` '�
w
TAPED AND RECEIVE THREE GOATS OF JOINT GOMPCAUND. ALIAW 24 HOURS .i
T , r'. a
. , �: ' '
^„ ,
INCLUDED IN THE STANDARD 13UI1DING,CODE,SECTION 2306 of TBG SHALL GLA55 WINLDOWS AMID DooRS ; ° S UND DRIVE
TO DRY BETWEEN COATS. FINA- GOAT TO BE SANDED SMOOTH. s, ,w } ... ` °`" 1 " s
BE USED IN AGGORDANGE WITH MAINUFACTURER'5 RECOMMENDATIONS. I. ALL CLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. ,' , ,p.� a rv, ',r 0 °„.. a :: ' GREENPORT NY, 11944
w w ra
5. META_ CORNER BEAD TO BE USED ON AL OUTSIDE CORNERS AND AROUND u. `
3. METAL PLATES,CONNECTORS,SCM!Ns,BOLTS AND NAILS LE:XPOSED ALL OPENINGS• 2.CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER L.OG TION M)�i�
DDIIRE C-Y TIOL BE sMTATHER R SUE OR HOT DIPPED 6AIO51OIN IN COASTAL CLEARANCES ARE PROVIDED. DRAWING TITLE•
b. FASTEN 6YP'SUM BOARD AS PER FA5TE:NIN6 5GHEDULE ON PACE 6-003. 3. ALL SLIDING 6L.A5S DOORS,SKYLI6HT5,AND ANY 6LAS5 UNIT INSTALLED
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WITHIN 16" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, SCALE: NTs PROJECT LOCATION &SCOPE
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PLUMBING VNLE55 OTHERWI5E NOTED.
PROVIDED AT THE TOP AND BOTTOM of CRIPPLE STUDS, HEADER STUDS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE,AND VENT(bWY) SITE PLAN & ZONING DATA
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SYSTEMS TO NY5 PLUMBING CODE AND NYS DEG RE6ULATIONL5. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT AGGORDANGE WITH
MANUFACTURERS SPECIFICATIONS.
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 2. PROVIDE HOT AND COLD -HUT' OFF VALVES AT ALL FIXTURES.
RAFTER5 EXCEPT WHERE COLLAR TIES OF 1"x6" OR 2"x4" LUMBER I5 5. ALL WINDOWS To BE CAULKED AND 5EALED A5 PER NEW YORK STATE
LOCATED IN UPPER THIRD OF ATTIC: SPACE AND ATTACH TO EACH PAIR OF 5. ALL WATIER PIPING TO HAVE GLE=AN OUT5 AT ALL CHANCES IN DIRECTION ENERGY CONSERVATION CONSTRUCTION CODE.
RAFTERS. AND AT BASE OF VERTICAL WASTE PIPES.
6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS,WINDOWS,OR PAGE:
6. UPLIFT CONNECTORS SHALL BE M7VIDED AT EACH RAFTER BEARING. 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8 PER ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b OF AN E XT'ERIOR SURFACE.
FOOT.
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY -1'. ALL EXTERIOR DOORS ARE TO BE WEAT'HERM STRIPPHD AND PROVIDE ALL
I6" WITHIN 4' OF E=XTERIOR GORNER5. 5. 6ENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. s
- DISH WASHER........................................2' ■
5. 51" PLATE TO FOUNDATION ANGHOI A 7E;SILL PLATE SHALL BE ANCHORED - KITCHEN SINK........................................2" 5. AL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LA55
TO THE FOUNDATION WITH AWA40R BOLTS HAVING A MIN. BOLT DIAMETER - L.AVATORY...............................................2" SHOULD BE GUARANTEED BY TIE MANUFACTURER FOR A PERIOD OF 5 YEARS.
fr I" AND 3"x3"x�" WASHERS. A MINIMUM of ONE ANCHOR E30LT SHALL BE - 5HOVER/TUB.........................................2'
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - TOILET..............•.........................................3" q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH
E'OLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MASONRY - LAUNDRY .................................................2' ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE DATE: 09/24/21 1 OF 4
FOUNDATION5. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS -FLOOR DRAIN..........................................3" GONITRAGTOR TO VERIFY THAT THE CHARACT'ERISTIG5 OF THE WINDOW MATCH
AND AT SPACING NOT EXGEEDINI6 4' ON CENTER. THE CHARAGTERI5TIC5 OF THE ANDERSEN WINDOW SPECIFIED. THE
& ALL SYSTEMIS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE,
ELEGTRIGAL: THROUGH ROOF• ROUGH OPENING,U-FACTOR,LIGHT AREA,VENT AREA,AND EGRESS
REQUIREMENTS.
I. ALL NEWLY IN5TALL V; ELECTRICAL WORK OR APPLIANCE=S SHALL CONFORM 7 PROVIDE FR05T-PROOF HOSE BIBS WITH EASILY ACGE551BL.E DRAIN d
TO 2017 NATIONAL ELE=CTRIC, CODE,NFPA 70 AND 2020 NEW YORK STATE DRAIN GOOKS A5 RE OTD. HOSE B1B5 SHAL BE PROVIDED WITH BACKFLOW
ENER5Y GON5ERVATION CONSTRUCTION:CODE. TE WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE
PROTE=CTION. TEMPERED GLASS.
r,
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 6 WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. .
COMPLETION OF WORK. WITH BACK FLOW PROTECTION. &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMIENTS OF THE LARGE '
MISSILE TEST OF ASTM E1g96 AND ASTM E1556 AS MODIFIE=D BY 2020 NYS,BG
3. SMOKE DETECTORS, IN CONFORMANCE WITH NEPA 72: q• THE WATER 5UPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL SECTION 3012.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET
- GENERALLY,VERIFY OR PROVIDE HARD NIRED HEALTH DEPARTMENT STANDARDS AND REGULATIONS. THE REQUIREMENTS OF AN APPROVED IMPACT-RESI5TANT STANDARD OR
SMOKE DETECTORS w/BATTERY BACK-UP IN: AN51/DASMA 115. '
A. EACH SLEEPING ROOM 10. APPROVAL ANID INSPECTION 15 RE QUIRED BY LOCAL JURISDICTION PRIOR
TO CONGE:ALNENT OF PLUMBING. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE,WOOD STRUCTURAL PANELS WITH
B. OU15DE OF EACH SEPARATE 51 EEPINI6 A THICKNESS OF NOT LEE55 TITAN a" AND A SPAN OF NOT MORE THAN 6' SHALL
AREA IN THE I EAC44 SE VICINITY LE 11. NOTCHING AND BORING OF STUDS,JOISTS,R0.F'TERS A5 PER BUILDING CODE. BE PERMITTED AS 6LAZINC? PROTECTION. PANELS SHALL BE PRECUT AND
THE BEDROOMS EDTA E VILA THE:HALLWAY) NO NOTCHING AND BORING OF STRUCTURAL MEMBE=RS SHALL BE- FERMI I I ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE
NOR ANY POTENTIAL DAMAGE THEREOF. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS
G. EVERY LEVEL OF DWELLING PER THE ANC.HORA6E METHOD SELECTED IN ACCORDANCE WITH TABLE
C. EVE Y FIRST FLOOR, d 5EGOND FLOOR,ETGJ R3012.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT
CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED
ON THE E3UIL.DING.
O NERAL_ S`I'ME30L KENT : a.
a U
_ EXI5TIN6 TO BE DEMOLISHED NEW PARTIAL HEIGHT
WOOD FRAME (L.6. 5TL. w
J "I
EXISTING TO REMAIN WHEN APPLICABLE) r
NEW WOOD FRAME (L.6. - NEW FOUNDATION WALL a W >-
STL. WHEN APPLICABLE) Z
NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL
WOOD FRAME (L.6. STL. P05T FOR 4" WALL5 O Z
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
P05T FOR 6" WALL5), U.O.N. ct 0) 0
NEW 2-HR FIRE RATED Q
WOOD FRAME (L.6. 5TL. 0- U) ir
WHEN APPLICABLE) }- d' m
C)
FOUNDATION PLAN NO•T'ESw
Z W
a J
DOOR NOTE: 00
(DI. INSTALL NEN INTERIOR DOORS WHEN GALLED OUT ON
PLANS BY '.ELD-WEN' (OR EQUAL).
Z 0)2.INSTALL NM J EXTERIOR DOORS WHEN GALLED OUT ON
PLANS BY 'THERMATRU' (OR EQUAL).
3.DOOR TYPE TO SELECT
4.PLACE DOORS 4"MIN.FROM PERPENDICULAR WALLS Z >: 4
:s
5.INSTALL AS PER MANU SPEC
b.PROTIDE (2) 2"x8' HDR.,U.O.N. m J N
1. SEE PAGE 6-003 FOR ALL OTHER FIZAMIN6
ELEMENTS AROUND DOORS(TYP. FOR:ALL) U.O.N.
STAIR 4 RAILING NOTE:
O
J. ALL NEW STAIRS SHALL HAVE MAX.1-3/4" RI vlq -5
4 MIN. 10"Tr - RISERS SHALL BE CLOSED
OSMOKE DETECTOR / CO DETECTOR: NOTES:
3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4IA G
SMOKE/CARBON MONOXIDE COMBINATION DETECTOR
HARD WIRED TO EACH OTHER w/BATTERY BACKUP.
2.INSTALL ALL AS PER MANU.SPEG.'s
3.SMOKE DETECTOR AND CARBON MO?(OXIDE DETECTOR
IN COMPLIANCE WITH LOCAL CODE U '
W
0WINDOW NOTE: 4 = J
I. ALL NEW WINDOWS 4 DOORS SHALL 13E ANDERSEN!
GA5EMENT,DomLnivN6,OR 6LIDIN6,(AS NOTED);
H6!•IT. Q
INSTALL AS PER MANU. SPEC.'S. FOR pi
SUBSTITUTIONS,SEE NOTE #1 IN 'GLASS WINDOWS k C
AND DOORS'ON PACE 6x002 IF CASEMENT --� -
WINDOWS - ALL GSMNT"VHS SHALL.HAVE
STRAIGHT ARM HINGE WHEN
2.IF DOUBLE HUNG- ALL DBL.. HUNG WN7W5 TO BE
TILT WASH 2
3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L.
4.SEE PACE 6-003 FOR FRAMING EL ErtENTS AROUND J.
WINDOWS(TYP. FOR ALL) U.O.N. l00 AMP 200 AMP IIt-1�2" L
E6RE55 NOTE: 5UBPANEL PANEL 4
IN COMPLIANCE WITH NFJN YORK STATE BUILDINGc^�vr,
CODE,SECTION R3102.1;THE FOLL.OWINEi MFAN5 OF
A
E6RE55 SHALL SE FOLLOWED:
:
NET CLEAR OPENINO...........5:1 S.F.
NET CLEAR HEIGHT......-....... 24" MINIMUM
NET CLEAR WIDTH....-.......... 20" MINIMUM o w.H. Eyl NATURAL LIGHT $ VENTILATION
ONEW EXHAUST FAN SHALL BE INSTALLED WHERE ' MEGH. GL. 6 (HABITABLE SPACE)
VENTILATION I5 NOT MET BY MEANS OF NATURAL (V
CIRCULATION THROUGH WINDOWS OR DOORS TO 200 S.F. tr
OUTDOOR SPACES AS PER NY5 MECH.CODE SECTION FLOOR AREA 433 S.F.
WB'
40332.3; INSTALL A5 PER MANU.SPE05 NEW
NEW FLOOR: RECREATIONAL %REQ. S.F. PROV.
SPACE LI6HTIN6;MIN.e%
Q
I. NEW i' PLYWOOD SUBFL ooR BENEATi4(CLUE 4 5CR J-V; 1 455 51% OF FLOOR AREA 34.6 S.F. Tab 5.F.
SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G.
INTERIOR. VENTILATION;MIN.
2.NEW FINISHED FLOOR PER H.O.SELECTION FURN. b" 14%OF FLOOR AREA 1-1.3 S.F. 36A 5.F.
wa. GLC.
003 H6HT.
ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PACE "F-003" FOR NAILING a STRAPPIN& DETAILS. NATURAL LIGHT d VENTILATION � NEW 4
**SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER** (HABITABLE SPACE) _ HALLWAY m
N 147 S.r. 4" A
WINDOW CHART FLOOR AREA 126 S.F. B 4
O001
EGRESS % REG. S.F. PROV.
ROUGH OPENING WINDOW DIMENSION CLEAR
TA6 TYPE MODEL OPENING LIGHTING;MIN.5% 10.1 S.F. 26b S.F. 5'-O"—� '1
WIDTH REO'D: 20" OF FLOOR AREA I� �2"'� I I N
WIDTH HEIGHT WIDTH HEIGHT HEIGHT REOV-24' VENTILATION;MIN. ®Rr I \�'� Z
OPEN REov- 5.1 S.F. 4% OF FLOOR AREA 5A S.F. 1'12 S.F. _ 2A DOUBLE-HUNG I Y1IDH21062 3'-0 �" 6'-4 J" 2'-II 6'-4 EGRESS 6 "NEW N BATHROOM W 0
1 " 1 " t " 0 vim•
B AWNING AX281 :21-8,11 2-8 2-7 2=f N t- 5 s I s.F. W
G GLIDER 663 6'-O" 3'-0" $'-II 2'-It EGRESS 4 to BEDROOM �- XfI'-I 11-4
126 S.F. y 17 V
A - SM/GO ui
DOOR SCHEDULE NATURAL LIGHT 8 VENTILATION I p _ NEW e�
PROJECT:
DOOR MATERIAL (HABITABLE SPACE) m � po g i�_ �
C
TA6 DESCRIPTION Q } RFIRE FLOOR AREA 131 S.F. I 3'-2" 4'-lo'
41-o �6ARA6E ABOVE-
PHILLIPS
WIDTH HEIGHT p �j � 45 MIN. RATED 5K REQ. S.F.PROV.
3 '-F�'-O51N& AS-BUILT/RENO.
LIGHTING;MIN. 8% -
FIRST FLOOR OF FLOOR AREA toy S.F. 45S S.F. I m O m 6
(_vg�...��V EXIST. DN
— 4% F FLVE-WILAOOR AREA 52 S.F. ?bb S.F. SM
101 r-S
INGLE 5WIN6 2'-4"
J 6 1000 SOUND DRIVE
102 SINGLE 5WIN6 2'-6" IF - i
BASEMENT 4 NEW '� G R E E N PO RT NY, 11944
Q BEDROOM
131 S.F.
A O W54 - DRAWING TITLE:
001 SINGLE SWINl6 � 2'-6" '7'-D" 1�5. 4
002 DOUBLE SWINGIF 4'-o" 11 -r'-O" . AS-BUILT FOUNDATION PLAN
003 SINGLE SWING 3'-0" -1'-0" 111-61,
PAGE:
B 4
AS-BUILT FOUNDATION PLAN A .101.00
1,042 S.F. HABITABLE SFAOE; 11515 S.F. OROSS AREA 50ALE: 1/4" = 1'-0"
DATE: 09/24/21 2 OF 4
F
------------
a. .
O ENERAL 5YM80L iKEY :
PARTIAL. WIGHT ® ,
W ZO
_ A E:XI5TIN& TO BE DEMM15HED ;., ; , Wppp FRAME (L.6. STL. W N
WHEN APPLICABLE) J Y,
EXISTING TO REMAIN
NEW WOOD FRAME a-.&. NEW FOUNDATION WALL
Z
STL. WHEN APPLICABLE)
MIN. (2) 2"x4" 5TRUCTURAL
I-HR FIRE RATED
NEW ® P05T FOR 4" WALLS
WOOD FRAME (L.6. 5TL. O) o
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p O
POET FOR b" WALL5), U.O.N. � p
;
NEW 24R FIRE RATED
WOOD FRAME (L.O. M. _ z
F--= I -
WHEN APPLICABLE) I i I - � Z ...
-re-L i i in
I I Z .
W
` _1- I I 1_ �
FLOOR PLAN NOTES ———— ———— Q J
DEMO EXIST. DEMO EXIST. J co
DOOR DOOR
DOOR NOTES
(DI. INSTALL NEW INTER
IOR DOORS HSN GALLED OUT ON Z r"I
PLANS BY '.ELD-HEN'(OR EOUAU.
2.INSTALL NEW EXTERIOR DOORS WEN GALL®OUT ON S` Q �
'THERMATP.V
OR Igc1UAU. � �
PLANS BY � Z ';
5.DOOR TYPE TO SE r:CT
J N
4.PLACE DOORS 4'MIN. FROM PERPENDICULAR WA- S FOYER
5.INSTALL AS PER MAN)SMC,-'s.'s
6.PROVIDE(2) 2"xb'HDR.,U.O.N. OF HOU5E-ANO AT REST
LL
?.SEE PA&E &-�OOS FOR ALL oneR FRAMING N W
.'' = LA
AROUND DOORS Mr.FOR ALU W.N.
II � � o
NEW m>QW5T FAN SHALL im It,* W
PALLED
OVENTILATION 15 NOT MET BY MEP445 OF NATURAL
C RGUI.ATION THROU&H WINDOWS OR DOOR5 TO
oUTDooR SPACES As PER NYs PoIECH. GORE 5E6TION
4053.2.3;INSTALL AS PM MANU,SPEG5 EXIST.
HALLWAY W
ONEW -
3 I. NEW is PLYWOOD SUBFLOOR EEW-ATH(6UM i SCIWEHO:
SCREW PERIMETL"R OF 5HEATHINC7 4.O.G. i 12' O.G.0
INTERIOR EXI5T. ~
-- I
2.NEW FINISHED FLOOR PER H0.SELECTIONS I I - �_--- F'
I \ / I V
LL II x
DEMO EXIST.-/
DOOR
�-- -- EXISTING VANITIES,PLJhB1N6acR EXIST, TOW
REMOVED µ
DOOR !kA EKIAL
FIRE
TA6 DESCRIPTION RATIN& I Lu 3.
WIDTH HEI&HT 45 MIN RATED
" I SELF-GI_OSIN6 \"�
77777
FIRST PLGOK I j
101 SiNEL.E 2'-4" -�'-0" FR01=05ED DEMOLITION F1 AN
102 SCALE: I/4" = I'-O"
001 SINGLE 5WIF16 2'�p; -ON
002 DOUBLE 9"11146
003 SINGLE SWIFI6 I 51-0' '71-0' 0
Z
w
MIN. CLFARANGE IS 21'
(NY5 PLUMBING CODE
2020 -4055.1) ` V
WALL-HUN&SINK 1V,--
HOVEL cr-
G@ZA5TYLE 001600-1)
OR EQUAL)
- Q
6-'S■ D
IGGj�2" ,yn. 1
2
PROJECT:
3._
PHILLIPS
AS-BUILT/RENO.
#~X157.
BEDROOM �
1000 SOUND DRIVE
GREENPORT NY, 11944
IIFOYER
-+10 WORK DONE AT REST
OF HOUSE- DRAWING TITLE:
EX15T, PROPOSED DEMOLITION PLAN
I HAu" `Y PROPOSED FIRST FLOOR PLAN
BA'ti fROOM �_8�v2.,r
i
ii
O
PAGE:
A-mimoggComwo4
1 6 2
1 os NEW WALK-1N I DATE: 09/24/21 3 OF 4.
PROP05ED F I RST FLOOR PLAN!
SCALE: I/4"
HABITABLE AND GROSS ARB1�A NOT CHAN51e FROM I-XISTtNe = r'-o° �
f
I +�
• I '
o :
WZ
W N
J vq
:Y Z
6 on _
IF— J
Lf) Y
Im C) o
00
z :
0
_ - o
z .- W
crQ
� co
z � �
z >; 4
crZN
LLw (b
ego
W
m
W
F �` rte•.
4" 1=RESFf AIR VENT
L TwROu&H ROOF
3"1
U 1 �
I
I
I
t
I
i
I
oC I
ALL PLUN01INN€9 WORK
NOTE: _ SHALL CONFORM TO
u-- I NO WORK DONE ON NO LOCAL FLDS
UMBIN5 GO
DSI 2ND FLOOR PROVIDE "ABESCO FP200 FR
I EXPANDING FOAM"(OR EQUAL 2ND FLOOR
I AT ALL PENETRATIONS IN FIRE
I RATED WALLS AND
I FLOORS/CEILINGS. PRODUCT
I CONFORMS TO ASTM E 814, HOT
I ASTM E 84,AND UL 14141 ------- WY
G.O. I ---- ---
-- — F—.._.._.. COW HATER
SUPPLY
FULL BATH HALF BATH — FULL BATH HALF ATA
NOTE._ �= B — PROVIDE 'ABE5G0 FP200 FR '1
_ NO OTHER PLUM1131 ALL PLUMBING WORK NOTE- EXPANDIN&FOAM'(OR EQUAL
SHALL CONFORM TO NO OTHER PLO-VINE
WORK ON 15T FLOOR LOCAL PLUMBING GODS WORK ON IST FLOOR AT ALL PENETRATIONS IN FIRE
2 1 ( 1 FLOORS/GEI IL N65. PRODUCT
r.. 2"I 2 I i I 2111 2p1 CLEAN OUTQ4 CONFORMS TO ASTM E 814,
2"I I 12" 159 1 I AS REQT> u I i I ASTM E 84,AND UL 14'M
cl� 1 I I I I I E- I :S�7I :�
I i EXIST.FAI.TO � 3 I I , I p� 1 1 Z
REMAIN WG � I; IIV
To
w IC
. EXIST. WATER
WER p
Q 5WIAM �I vIap IW F '_
G.O. �.._.. .._.._.. ..-----•— :�----- �— �_—__�-�__._ _—•1 — ._ — �
G.O.
BASEMENT FILL BATH ! I ,4.11
— 4"HOUSE FULL BWATH '
,
MAIN DRAIN G.O. 1
28i 1
TO STREETi
.1 � fWATER
N
21
i 2 ' 2" 4" TO SEPTIC PROJECT.
I I 1 I
�i 12" I 1 I SYSTEM 1 bo
L L I
V � -•� I ! �
i SHOWER tu IOST - @ L'1"/ E
S.P.
FLUMBINC RISER — DRAIN / PgA5TE / VENT FLUMBINC R15ER — 5UPPLY 1000 SOUND DRIVE
GREENP®RT NY, 11944
SCALE: NTS
SCALE: NTS
DRAINING TITLE:
PLUMBING RISER DIAGRAMS
PAGE:
in
2LUKLmoo
DATE: 09/24/21 4 OF 4
4
i
1