HomeMy WebLinkAbout45488-Z.t-
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�` 4�Os KcoG Town of Southold 12/21/2020
P.O.Box 1179
53095 Main Rd
�10,¢ Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41699 Date: 12/21/2020
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 41780 Route 25,Peconic
SCTM#: 473889 Sec/Block/Lot: 86.-1-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/12/2020 pursuant to which Building Permit No. 45488 dated 11/24/2020
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"basement alterations (recreation room)to an existing dwelling as applied for.
The certificate is issued to DeSimone, Scott
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45488 12/2/2020
PLUMBERS CERTIFICATION DATED
ho Signature
o�g�FFo1i��o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
W 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#: 45488 Date: 11/24/2020
Permission is hereby granted to:
DeSimone, Scott
PO BOX 233
Peconic, NY 11958
To: legalize "as built" alterations (finished basement) to an existing dwelling as applied for.
At premises located at:
41780 Route 25, Peconic
SCTM #473889
Sec/Block/Lot# 86.-1-7
Pursuant to application dated 11/12/2020 and approved by the Building Inspector.
To expire on 5/26/2022.
Fees:
AS BUILT- SINGLE FAMILY ADDIT ION $668.80
CO- TION TO DWELL G $50.00
otal: $718.80
Building n r
®�aoF sovPy®l
Town Hall Annex ,yam ® Telephone(631)765-1802
54375 Main Road '7R' Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 R • iQ sean.devlinCaD-town.Southold.ny.us
®lyOwn
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Scott De Simone
Address: 41780 Route 25 city Peconic st: NY' zip: 11958
Building Permit#: 45488 Section. 86 Block- 1 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electrical License No: 3897ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1st Floor Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 10 Ceding Fixtures 7 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO2 Detectors 1
Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO
Transformer Step Lights 2 Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches $ 4'LED Exit Fixtures Pump
Other Equipment,
Notes. " AS BUILT NO VISUAL DEFECTS " Finished Basement
Inspector Signature: r v Date: December 2, 2020
S.Devlin-Cert Electrical Compliance Form xis,
OF SOUTH°� �� ✓1 f f 1� �
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION-2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ f FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) KA ELECTRICAL-(FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: A—s z✓ cP�
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DATE f ' INSPECTOR
���g o��OE SOUIyO
# f TOWWOF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ rS/AULATIOWCAULKING
FRAMING /STRAPPING [ NL five Pic • AIn W.
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
s
REMARKS: •
0
DATE 1 tiO-;-D INSPECTOR
FIELD INSPECTION REPORT I DATE COMMENTS
FOUNDATION(IST) y
-------------------------------------
FOUNDATION(2ND) �
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ROUGH FRAMING& ry
PLUMBING
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INSULATION PER N.Y. y
STATE ENERGY CODE
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FINAL
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ADDITIONAL COMMENTS
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Authentisign ID:34AD3B00-09F2-434D-B470-013EB3EF957C
��o�surFocx�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
of Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtomm.gov
1�-A
Date Received
APPLICAMN FOR p
��=y' -� ;�j t.`,�tic_•,, d...._�p ,�n.�i
For Officese 0 - i i�nT 1� >L:J f
PERMIT N0. J Building i, vc i t
� f
- N 0 V 1 2 2020
Applications and forms must be filled out in their entirety:Incomplete
applications will not be accepted. Where the Applicant is not the owner,an ; .�;,J"Y, T"
<owner's Authorization form(Page 2)shall be completed:
Date: 10/30/2020
OWNER(S)OF PROPERTY:
Name: Scott_Desimone__ _.__.
Physical Address: -Route.25 -Peconic ,NY-11.958--.
Phone#: 631-80.4-57.4.7_ -----
__-�,t_._ Email,Tmailto:taxcertes- o timum.net_�__—_--
Mailing Address:�,PO
CONTACT PERSON:
Name: McCarth --Mana ement-Inc.---,.-- _.-,_.-_
Mailing Address46520-Count -Road-48.-Southold.-NY.11971
Phone#:x631-7.65-581.5-__--.--•.r Emailamccarth -.tmccarth. mail.com --_Tn
DESIGN PROFESSIONAL INFORMATION:
Name:—- AMP.Architect re -
MailingAddressa9'075..FranklinvilleRRoad,,Laurel,.-NY._
Phone#: 716-572-4741- - Email:
CONTRACTOR INFORMATION:
Name:
-McCarthy-Management.-Inc.
Mailing Address:--46520--County-Road.48 _Southold -NY .11-971 —___-o
Phone#: 631-765-5815 Email:tmccarthytmccarthy@gmail.,com _
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
CROther finished basement $
Will the lot be re-graded? ❑Yes El No NA Will excess fill be removed from premises? ❑Yes [:]No
1
Authentisign ID:34AD3B00-09F2-434D-B470-013EB3EF957C
PROPERTY,INFORNiATION
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
_. ,. -4-'R-40____ this property? DYes ®No IFYES,
M+PROVIDE^ACOPY.
tFnNm'
I Check Box,Afper 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,afterations 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 210AS of the New York State Penal Law.-
Application Subo
aw.ApplicationSubo d _ rint name) CCarthy nagement,_Inc.,....,__.,__....x®Authorized Agent T Downer
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Ruth Love being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(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 Y bhee appli RTo file therewith.
MAS Notry Public,State of Nevi York
Sworn before me this Suffolk County-No.6004790
Ak 1"M'R:-.ie11 r,.%ks NovErribor 23, a
ff&
yQ day of 20
_66 9W)4q&
ota blic
PROPERTY OWNER AUTHORUA70N
(Where the applicant is not the owner)
I, Scott Desimone residing at 41780 Route 25, Peconic, IVY 11958
do hereby authorize McCarthy Management, Inc. to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
AAenfisicrr
Stag 1i9e6drnome 10/30/2020
1125%1dPT§W5ture Date
Scott Desimone
Print Owner's Name
2
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,= 0�Siff®1,�eaG BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD t
Town Hall Annex- 54375 Main Road - PO Box 1179
# ts - Southold, New York 11971-0959 p
Telephone (631) 765-1802 - FAX (631) 765-9502 ,
rogerr(c-southoldtownny.gov— seandta"�.,southoldtownny.gov
APPL-ICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: 11/2/2020
Company Name: Paul--Burns Electrical Contractors — ___ _____
Name:
Paul-Burns-
License No.: 3897NE email: E
Address:-- 75 Town - _ - __– _11 971– _-_ -_— - - ---- _ -- - _
Phone No.: F'
JOB SITE INFORMATION (All Information Required)
Name:_ Scott Desimone
Address: 41780-Routp.-25-Pernnir NY 1-19.9,9
Cross Street: Peconic Lane
Phone No.:,----631-804-5747
Bldg.Permit email: taxcertesq2optimum.net
Tax_Map_District:__ 1000 _ Section__86 -__ _Block_ 1 Lot:_ 7
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
FiniSheri haseiment —
Circle All That Apply:
Is job ready for inspection?: YE Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: _ -A #Meters Old Meter#
New Service - Fire Reconnect-Flood Reconnect-Service Reconnected- Underground -Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT_DUE-WITH-APPLICATION
Request for Inspection Forwis
�pp BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD i
Town Hall Annex- 54375 Main Road - PO Box 1179 ;
Southold, New York 11971-0959
ods fti- LL_,1 Telephone (631) 765-1802 - FAX (631) 765-9502
roaerrCc�southoldtownnu gav� seand(M-southoldtownnygov
APPLCO'ATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (AII Information Required) Date: 1.1/2/2. 020
Company Name: Paul-Burns-El l Contractors
u
Name:`-= _ _ - - --- - =__--_--_-_- - _-
__PauLB-urns-_—
License No.: email:
38A7NE
Address:-.2-75
-_--- -- --- - - - - -- ---
Phone No.:
i
JOB SITE INFORMATION (All Information Required)
Name:.
Address: 417
Cross Street: Peconic Lane
Phone No.:
Bldg.Permit#: . 5��� J email: taxcertesg@optimum.net
Tax_Ma _District_ t000 _-Section: 86T__ _____Block___ _Lot:_ -7--_ #
----- _- ----------- ------ --- --- ------------ - = --- i
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Finicherl basement---
F
Circle All That Apply:
Is job ready for inspection?: YE Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information' (All information required)
Service Size 1 Ph 3 Ph Size: ,- _ _ A #Meters _ __ Old Meter# .__ _ __
New Service- Fine Reconnect-Flood Reconnect-Service Reconnected-Underground -Overhead ;
Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
-Addition—al Information::
- - — - PAYMENT-QUE-WITHAPPLICATION --
Request for inspection Fortn.xis �� VJ
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
HH's
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes QW Service
Carbon Micro' G6neratot
Combo Cooktop, Transfer
AC AH Mini
Special: 6 l
Comments: 00
. r_
McCAR HY_MANAGENUM INC.
.,46520 COUNTY ROAD 48 -
tOUTHOLD, NY 11971 /`
DATE - "JOB NO: `
(631)'765-5815, FAX (631)765-5816'. ATTENTION
TOWRE►
=l '.tI� V'
1 77 b .'
WE ARE SENDING YOU ❑ Attached- El-Under separate cover via the followirig items:
❑ Shop,dravvirigs D Prints. 'w El Plans El Samples, E] Specifications
❑'Copy of=letter ❑e,Change order ❑
COPIESo • e o
t- dT Fe('
hah )jDo a�
1 l t i CL
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
s
NOV j 2 ?nen
BUMDM DEPT.
^41 1: .,�
�d ate i z> F
.s-_ L.x�._
COPY TO-
SIGNED:
If enclosures are not as noted,kindly notify us at once.
Bunch, Connie
From: Bunch, Connie
Sent: Saturday, November 14, 2020 1:44 PM
To: 'Ruthie Love'
Subject: DeSimone
For the "as built"finished basement for DeSimone we need 1 more set of plans.
Thank you,
Connie Bunch
Southold Town Building Dept.
e
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PER R4024.3 s TABLE R4021.4-CLIMATE ZONE 4
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LOCATION M A P
BASEMENT WALL R-VALUE R-15 BATT INSULATION O INTERIOR P�TABLE R40213-CLIMATE ZONE I NOTE AL YES
EXIST_ cOMPLIANrE STATEMENT: _
O TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN
x tici UNFINISHEDq(7AI F- NITS
w COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE}
BASEMERT CODES AND REFERENCE STANDARD:
r w� --- - - _-- "_-- 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NEW YORK
X m® ------ -- - -- -® ® - NOTES 8C SPECIFICATIONS
STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.
Ld
--- v IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED TOGETHER AT 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME
_ L ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SPECIFICATIONS, AND CONSTRUCTION MANUAL BY THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) AMERICAN WOOD COUNCIL (AWC).
BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK
25'-11" o x 3. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION
EXIST. CRAWL CODE.
EXIST. CRAWL \1 0 o I � GENERAL RA
SPACE SPACE .I to 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE WOOD FRAMING MATERIAL STANDARDS
-.-.--- -- BUILDING DEPA,'?TMENT. .THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED
HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED AGENCY, THAT A
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO
o ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING
-I� a cv � +I CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD COUNCIL'S WOOD FRAME
® ® iv coo U) ® STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. CONSTRUCTION MANUAL AND THIS PS FORMAT, AS APPLICABLE AS A DERIVED WORK).
►+ [+ WtR w 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, PREFABRICATED
o a0 X 0I @ AND AUTHORITIES HAVING JURISDICTION. WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN 1.1
w- THROUGH 1.8.
TT c m 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY
o� U) OF THE OWNER/BUILDER 1.1. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED BY THE
GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE AMERICAN LUMBER
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS STANDARDS COMMITTEE OR EQUIVALENT. THE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE GRADING AGENCY WHICH Z
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING COMPLIES WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-99. w
WITH THE WORK.
1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/ALTC A 1 90.1 STRUCTURAL GLUED LAMINATED TIMBERS. 0
ELECTRICAL 6. NO DEVIATICNS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE
PANEL U
UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 STANDARD - -- - --
?N 1 SPECIFICATION FOR ESTABLISHING AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS DOCUMENT, THE GOVERNING
Ing 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT.
1 -11Y" BEFORE THE START OF FRAMING - - - - -- - -
m 3" NATURAL LIGHT & VENTILATION 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ASTM
II w cn SM/OCO 3y2" (HABITABLE SPACE) 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. D5456 STANDARD SPECIFICATION FOR EVALUATION OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE GOVERNING BUILDING CODE, AND w
ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. F-
to 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 0
FLOOR AREA 336 S.F. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED WOCD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE GOVERNING
i 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
EXIST. DN--- % REQ. S.F. PROV. CERTIFICATES, -1ERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, OR THE MANUFACTURER'S CODE EVALUATION REPORT. PROJECT:
(1) Ri
BAR ® t 5" NEW LIGHTING; MIN. 8% OF 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM WALLBOARD,
RECREATIONAL 26.9 S.F. 34.4 S.F. ®E�11161 O N E
I (NO I FLOOR AREA SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C79 SPECIFICATION FOR GYPSUM SHEATHING BOARD.
i� PLUMBING) 336 OM S.F. M VENTILATION; MIN. 4% ARCHITECT.
OF FLOOR AREA ,3.4 S.F. 17.2 S.F. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF ANSI/AHA
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS AL35.6 HARDBOARD SIDING. AS-BUILT
RESPONSIBLE FOR DESIGN INTENT ONLY.
In �?F^ 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1.8 STRUCTURAL PANELS:
1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT
II w 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT STANDARD I (PS 1) CONSTRUCTION AND INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (PS2)
THE COMPLETICN OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE EVALUATION REPORTS. 41780 MAIN ROAD
O
MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN.
1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET THE PECONIC, NY 11958
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL
L
--- LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT STANDARD FOR
ORDINANCES. WOOD*BASED STRUCTURAL- USE PANELS OR APPLICABLE CODE EVALUATION REPORTS.
EXIST. EXIST. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY REQUIREMENTS AS SET FORTH DRAWING TITLE:
2'4" 3'8" D.H. 2'4" 3'8" D.H. SUB-CONTRAC-ORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF IN THE MANUFACTURER'S CODE EVALUATION REPORT.
S.H. = 2'3" S.H. = 2'$" PROJECT. 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC FIBERBOARD OR PROJECT LOCATION & SCOPE
-11" " 3-6y2" 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ASTM C208 STANDARD SPECIFICATION FOR CELLULOSIC FIBER INSULATING BOARD. BASEMENT FLOOR PLAN
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL 1,8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF'U.S. DEPARTMENT ZONING DATA & NOTES
CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT
-11" OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH OF COMMERCE
VOLUNTARY
TION UCC REPORTS. ENERGY
I (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN ENERGY TABLE
CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,
DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY
(OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). 2.2• FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. PAGE:
(B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES).
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY
ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY AR LIABLE 22.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ASME B18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES).
REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED U Uowimoo
HEREUNDER. 2,2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF ANSI/TPI 1 NATIONAL DESIGN STANDARD
® ® 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE
H H LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. MANUFACTURER'S CODE EVALUATION REPORTS.
o .I ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN
v= ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, GRADE 33 STEEL DATE: 11/10/20 1 OF 1
oc x PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE SHALL BE USED. OTHER METAL CONNECTORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS
*U) PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
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19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES.
UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO
- BE FIELD VERIFIED. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY D
ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH ,� p
INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 WOODSCREWS (INCH SERIES). O err O� �0
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, GYPSUM WALL BOARD '-A
--- UNLESS NOTED OTHERWISE. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD.
22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DEEMED
APPLICABLE. r��= `�
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED 0374CJb OQ
_ USE UNDER FE)ERAL LAW BY THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT 3, 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET IN `(
OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF OF
0
5/8" THICKNESS MINIMUM.
BASEMENT FLOOR PLAN 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY
BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH.
SCALE: 1/4" = V-13" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS.