HomeMy WebLinkAbout42900-Z WN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
[LDING DEPARTMENT Do you have or need the following,before applying?
WN HALL Board of Health
UTHOLD,NY 11971 4 sets of Building Plans__
L•(631)765-1802 Planning Board approval _
X:(631)765-9502 Survey'---
itholdtownny.gov PERMIT NO. b Check __ _....
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Apph"catiitn
Flood Permit
mined—,. ,20 Single&Separate-
Truss Identification Form
'"( 1 0 2018
Storm-Water Assessment Form
Contact:
)roved_ 0 Mail to:
O
approved a/c �mm ._
Phone:
riration—
'(
BLn ''ll tspector
APPLICATION FOR BUILDING PERMIT
Date May 09 20 18
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
s of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
as,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
ill be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
ties a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
uance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
>perty have been enacted,in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
dition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
hiding Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
gulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
plicant agrees to comply with all applicable laws,ordinances,building,code,housing code,and regulations,and to admit
thorized inspectors on premises and in building for necessary inspections.
Fishers Island Development Corp.
(Signature of applicant or name,if a corporation)
161 Oriental Avenue,Fishers Island,NY 06390
(Mailing address of applicant)
:ate whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
weer
ame of owner of premises Fishers Island Development Co.p.
(As on the tax roll or latest deed)
applicant is a corporation,signature of duly authorized officer
John C.Finan,General Manager
(Name and title of corporate officer)
uilders License No. TBD
[umbers License No. TBD
lectricians License No. TBD
ether Trade's License No. TBD
Location of land on which proposed work will be done:
161 Oriental Avenue,Fishers Island NY 06390
..... ............�....m.
House Number Street Hamlet
County Tax Map No. 1000 Section 003 Block 6 Lot 3_. 1 1
Subdivision—...- n/.a. ............—Filed Map No. n/a Lot...................... n/a
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Well water treatment
b. Intended use and occupancy Well water treatment ............
Nature of work(check which applicable):New Building X Addition ................—Alteration
Repair Removal__,_ Demolition . ._Other Work
(Description)Estimated Cost $100,000 Fee
(To be paid on filing this application)
If dwelling,number of dwelling units n/a Number of dwelling units on each floor______„ n/a If
garage, number of cars—ni —
If business,commercial or mixed occupancy,specify nature and extent of each type of use. Well water treatment
Dimensions of existing structures,if any:Front IT-61 Rear 15'-6" Depth 23'-0"
Height 101-6" Number of Stories one
Dimensions of same structure with alterations or additions: Front n/a Rear n/a
Depth n/a Height n/a Number of Stories n/a
Dimensions of entire new construction:Front 181-01, —Rear 18'-0" Depth 45'-0"
Height 18'-611 Number of Stories one
Size of lot:Front 268' -Rear 422' Depth 713'
Date of Purchase Unknown Name of Former Owner Unknown
Zone or use district in which premises are situated R-120
.Does proposed construction violate any zoning law,ordinance or regulation?YES—NO X
.Will lot be re-graded?YES X NO Willexcess fill be removed from premises?YES NO X
Fishers Island Development Corp.161 Oriental Avenue,Fishers Island NY 06390(631)788-7251
Names of Owner of premises Address Phone No.-
Name of Architect J.R.Holzmacher P.E.LLC Address 3555 Veterans Memorial Hwy phone No (631)234-2220
Suite A
Name of Contractor TBD Address Ronkonkoma,NY 11779 Phone No.
a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES -_NO X
IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?* YES—NO X
IF YES,D.E.C.PERMITS MAY BE REQUIRED.
Provide survey,to scale,with accurate foundation plan and distances to property lines.
If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
Are there any covenants and restrictions with respect to this property?* YES............................NO X
IF YES,PROVIDE A COPY.
-ATE OF NEW YORK)
SS:
)UNTY OF Suffolk )
John C.Finan being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
He is the General Manager
(Contractor,Agent,Corporate Officer,etc.)
said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
plication;that all statements contained in this application are true to the best of his knowledge and belief;and that the work
ill be performed in the manner set forth in the application filed therewith.
vorn to before me this
.. L__day of eL&8A& A H K1901-00; _
Nojary Public,Sate of NowYork
No.01 KR6327494
�'ni Pq
oymmaAr9pires L�6;"'2`0_1� Signature of Applicant
Scott A. Russell STO]KI�WWA\T]EIK
SUPERVISOR I��/1[A\NA\G]EIM[]EINIF
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
_. . DOES THIS PROJECT INVOLVE A1�'Y OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
PEI F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If ,you answered YES to one or more of the above please submit Two copies
y p of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Deajon Professional.Agent,Contractor, 0.9,
= ... Other) S.C.T.M. 1000
Dbt"Ct
NAME:
Richard H. Stro�tse, P.E.L.S. 003 6 3,11 05-07 2018
•, Section Bloc} of
. ,
. ..._
.....��.... b,
FOR BUHLIANG F USE
Contact InfoInformation, 860-885-1055
Rev iew ed By: ,y � ,1
Date:
Property Address / Location of Construction Work: -
Intersection of East Main Road and Approved for processing Building Permit.
........ Stormwater Management Control Plan Not Required.
Barlow Pond Lane
Storm«•ater Management
ent Control Plan is Required,
El
(Foi-x and to Engineering Depai-tinent for Review.)
.,.�.................
.................. ...,, ::.. . .. ,,,...
FORM � SMCP-TOS NLAY 2,014
CONIcheck Software Version 4.0.8.2
Envelope Compliance Ceftificate
Project Information
Energy Code: 90.1 (2013)Standard
Project
Southold,
Title: Island
York Filter Building J U 1, 2 5 2018 D
Climate Zone: 4a
Project Type: New Construction
Vertical Glazing/Wall Area: 5% TOW14 OF SOUrHOLD
Performance Sim.Specs: EnergyPlus 8.1.0.009(EPW: USA_CT_Bridgeport-Sikorsky.Mem.AP.725040_TMY3.epw)
Construction Site: Owner/Agent: Designer/Contractor:
Building Area Floor Area
1-Workshop: Nonresidential 810
Envelope Assemblies
Assembly Gross Area Cavity Cont. Proposed Budget U-
or R-Value R-Value U-Factor Factor(.)
Perimeter
Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Workshop] 810 20.0 30.0 0.020 0.021
Floor 1:Slab-On-Grade:Unheated,[Bldg.Use 1 -Workshop](b) 45 — --- 0.730 0.520
NORTH
Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Workshop] 252 20.0 14.0 0.032 0.064
EAST
Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Workshop] 630 20.0 14.0 0.032 0.064
Window 4:Vinyl/Fiberglass Frame:Fixed,Perf.Type:Energy code 16 --- 0.600 0.350
default,Double Pane with Low-E,Clear,SHGC 0.59,VT 0.64,[Bldg.
Use 1 -Workshop]
Door 1:Glass(>50%glazing):Metal Frame,Non-Entrance Door,Pert. 21 --- -- 0.900 0.420
Type:Energy code default,Double Pane with Low-E,Clear,SHGC
0.68,VT 0.66,[Bldg.Use 1 -Workshop]
Door 2:Glass(>50%glazing):Metal Frame,Non-Entrance Door,Perf. 21 -- m 0.900 0.420
Type:Energy code default,Double Pane with Low-E,Clear,SHGC
0.68,VT 0.66,[Bldg.Use 1 -Workshop]
SOUTH.
Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Workshop] 252 20.0 14.0 0.032 0.064
Door 3:Insulated Metal,Swinging,[Bldg.Use 1 -Workshop] 32 --- --- 0.410 0.500
Door 4:Insulated Metal,Swinging,[Bldg.Use 1 -Workshop] 32 --_ --- 0.410 0.500
WEST
Exterior Wall 3:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Workshop] 630 20.0 14.0 0.032 0.064
Window 2:Vinyl/Fiberglass Frame:Fixed,Pert.Type:Energy code 16 - — 0.600 0.350
default,Double Pane with Low-E,Clear,SHGC 0.59,VT 0.64,[Bldg.
Use 1 -Workshop]
Window 3:Vinyl/Fiberglass Frame:Fixed,Perf.Type:Energy code 16 --- 0.600 0.350
default,Double Pane with Low-E,Clear,SHGC 0.59,VT 0.64,[Bldg.
Use 1 -Workshop]
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fish)\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 1 of 18
Island Filter Building.cck
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
(b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors.
MIMMEMMIMMMEMEENNEEMEMEMM
Envelope Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application.The proposed envelope systems have been
designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.8.2 and to comply with any applicable
mandatory requirements listed in the Inspection Checklist.
_ 7 z
Name-Title Sig ture Date
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fish)\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 2 of 18
Island Filter Building.cck
COMcheck Software Version
Interior Lighting Compliance Certificate
Project Information
Energy Code: 90.1 (2013)Standard
Project Title: Fishers Island Utility Filter Building
Project Type: New Construction
Construction Site: Owner/Agent: Designer/Contractor:
Allowed Interior Lighting Power
A B C D
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts 1 ft2 (B X C)
1-Common Space Types:Workshop 810 1.59 1288
Total Allowed Watts= 1288
Proposed Interior Lighting Power
A B C D E
Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
1-Common Space Tvoes:WorkshoD
LED 1:LED Panel 80W: 1 6 80 480
Total Proposed Watts= 480
ZZMEMEMEEMMEMEMENNOMENNOWN
Interior Lighting Compliance Statement
Compliance Statement. The proposed Interior lighting design represented In this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been
designed to meet the 90.1 (2013)Standard requirements in COMcheck ersion 4.0.8.2 and to comply with any applicable
mandatory requirements listed in the Inspection Checklist.
- CI �K
flame-Title i nature Oa
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fishl\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 3 of 18
Island Filter Building.cck
Softwarer1 .
Exterior Lighting Compliance ertificat+
Project Information
Energy Code: 90.1 (2013)Standard
Project Title: Fishers Island Utility Filter Building
Project Type: New Construction
Exterior Lighting Zone 1 (Developed rural area)
Construction Site: Owner/Agent: Designer/Contractor:
Allowed Exterior Lighting Power
A B C D E
Area/Surface Category Quantity Allowed Tradable Allowed Watts
Watts/Unit Wattage (B X C)
Main entry 3 ft of door 20 Yes 60
Other door(not main entry) 3 ft of door 20 Yes 60
Driveway 64 ft2 0.04 Yes 3
Total Tradable Watts(a)= 123
Total Allowed Watts= 123
Total Allowed Supplemental Watts(b)= 500
(a)Wattage tradeoffs are only allowed between tradable areas/surfaces.
(b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces.
Proposed Exterior Lighting Power
A B C D E
Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Main i . r
LED 1:LED Other Fixture Unit 36W:, 1 1 36 36
th,e n t t o ,T le'Wa
LED 2:LED Other Fixture Unit 36W: 1 1 36 36
Driveway(64 ft2):Tradable Wattage
LED 3:LED Other Fixture Unit 36W: 1 1 36 36
Total Tradable Proposed Watts= 108
Exterior Lighting Compliance Statement
Compliance Statement The proposed exterior lighting design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been
designed to meet the 90.1 (2013) Standard requirements In COMcheck Version 44fi .,'.
.0. .2.a,nd to,comply with any appficable
mandatory regl�irements listed..in the Inspection Checklist.,
.--
Name-Title
S) ure Date
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fishl\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 4 of 18
Island Filter Building.cck
COMcheck SaftwareVersiona
Mechanical Compliance Certificate
Project Information
Energy Code: 90.1 (2013)Standard
Project Title: Fishers Island Utility Filter Building
Location: Southold, New York
Climate Zone: 4a
Project Type: New Construction
Construction Site: Owner/Agent: Designer/Contractor:
Mechanical Systems List
Quantity System Type&Description
1 HVAC System 1 (Single Zone):
Split System Heat Pump
Heating Mode:Capacity=11 kBtu/h,
Proposed Efficiency=12.50 HSPF,Required Efficiency=8.20 HSPF
Cooling Mode:Capa6ty=9 kBtu/h,
Proposed Efficiency=30.00 SEER,Required Efficiency: 14.00 SEER
Fan System: None
Mechanical Compliance Statement
Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been
designed to meet the 90.1(2013) Standard requirements in COMcheck Version 4.0.8.2 and to comply with any applicable
mandatory requirements listed in the Inspection Checklist.
Name- utle � ature Date
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fishl\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 5 of 18
Island Filter Building.cck
comchleck SoftwareVersion .
a on
Inspection CheMllst
Energy Code: 90.1 (2013) Standard
Requirements: 100.0% were addressed directly in the COMcheck software
Text in the "CommentslAssum,ptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
a'ectwo , Comments/Assumptions
tions
# Plan Review Complies. p
&7iie�,I
4.2.2, Plans and/or specifications provide all DComplies Requirement will be met.
5.4.3.1.1, information with which compliance j❑Does Not
5.7 can be determined for the building ,❑Not Observable
[PR1]1 envelope and document where ❑Not Applicable
exceptions to the standard are
claimed.
4.2.2, Plans, specifications, and/or DCornplies Requirement will be met.
6.4.4.2.1, ;calculations provide all information 10Does Not
6.7.2 1 with which compliance can be ❑Not Observable
[PR2]1 ;determined for the mechanical ❑Not Applicable
,systems and equipment and
document where exceptions to the
standard are claimed. Load
calculations per acceptable
'engineering standards and
.handbooks.
4.2,2, Plans,specifications, and/or ❑Complies Requirement will be met.
calculations provide all information ❑Does Not
8.4.1.2, with which compliance can be ❑Not Observable
8.7 determined for the electrical systems ❑Not Applicable
[PR6]z and equipment and document where
exceptions are claimed. Feeder
connectors sized in accordance with
approved plans and branch circuits
sized for maximum drop of 3%.
4.2.2, 'Plans, specifications, and/or ❑Complies Requirement will be met.
9.4.3, 9.7 calculations provide all information ❑Does Not
[PR4]1 with which compliance can be ❑Not Observable
determined for the interior lighting ❑Not Applicable
and electrical systems and equipment PP
and document where exceptions to
the standard are claimed. Information
provided should include interlor
lighting power calculations, wattage of
bulbs and ballasts,transformers and
control devices.
9.7 Plans, specifications, and/or ❑Complies Requirement will be meta
[PR8]1 calculations provide all information E❑Does Not
with which compliance can be !
determined for the exterior lighting ❑Not Applicable❑Not Observae
ervabl
and electrical systems and equipment
,and document where exceptions to
the standard are claimed. Information
provided should include exterior
lighting power calculations,wattage of
bulbs and ballasts,transformers and
control devices.
6.7.2.4 Detailed instructions for HVAC ❑Complies Exception: Requirement does not apply..
[PR5]1 systems commissioning included on ❑Does Not
the plans or specifications for projects ;❑Not Observable
>=50,000 ft2. ❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
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Island Filter Building.cck
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fishl\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 7 of 18
Island Filter Building.cck
Section Footing/Foundation Plans Verified Field Verified
& Re .ID Inspection Value Value Complies? Comments/Assumptions
5.5.3.3 Below-grade wall insulation R- R- R- ❑Complies See the Envelope Assemblies
[FO1]2 value. ❑Does Not table for values.
❑Not Observable
❑Not Applicable
5.5.3.5 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies
[F03]z ❑ Unheated ❑ Unheated ❑'Does Not table for values.
❑ Heated ❑ Heated .[:]Not Observable
❑Not Applicable
5.8.1.2 Slab edge insulation installed per ❑Complies Requirement will be met.
[F04]2 manufacturer's instructions. ❑Does Not
,❑Not Observable
❑Not Applicable
5.5.3.5 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies
[F05]2 depth/length. ❑Does Not table for values.
❑Not Observable
❑Not Applicable
5.8.1.7 Exterior insulation protected ❑Complies Requirement will be met.
[F06]11 'against damage, sunlight, ❑Does Not
moisture, wind, landscaping and
'equipment maintenance ❑Not Observable
activities. ❑Not Applicable
5.8.1.7.3 Insulation in contact with the ❑Complies Requirement will be met.
[F07]1 ground has <=0.3%water ❑Does Not
absorption rate per ASTM C272.
❑Not Observable
❑Not Applicable
6.4.3.7 ;Freeze protection and snow/ice ❑Complies Exception: Requirement
[F09]3 melting system sensors for future ``❑Does Not does not apply.
connection to controls. ❑Not Observable
!, >❑Not Applicable
6.4.4.1.5 Bottom surface of floor structures R- R- ❑Complies Exception: Requirement
[FO11]3 incorporating radiant heating El
Does Not does not apply.
insulated to >=R-3.5. ❑Not Observable
See the Envelope Assemblies
❑Not Applicable table for values.
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
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Island Filter Building.cck
Section Plans Verified Field Verified
# Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions
& Re .ID
5.4.3.2 Facto built and site-assembled
Factory-built ❑Complies Requirement will be met,
[FR1]3 fenestration and doors are ;❑Does Not
labeled or certified as meeting air
leakage requirements. ,[--]Not Observable
❑Not Applicable
5.5.4.3a Vertical fenestration U-Factor. U- U- []Complies See the Envelope Assemblies
[FR8]1 ❑Does Not table for values.
❑Not Observable
❑Not Applicable
5.5.43b Skylight fenestration U-Factor. U- U- ❑Complies See the Envelope Assemblies
[FR9]1 ❑Does Not table for values.
❑Not Observable
❑Not Applicable
1 SHGC: ❑Complies See the Envelope Assemblies
[FR 0].1 Vertical fenestration SHGC value. , SHGC:, table for values.,
table Not
❑Not Observable
❑Not Applicable
5.5.4.4.2 'Skylight SHGC value, SHGC: SHGC: ❑Complies See the Envelope Assemblies
[FR1111 ❑Does Not table for values.
❑Not Observable
❑Not Applicable
5.8.2.1, Fenestration products rated (U- ❑Complies Requirement will be met,
5.8.2.3, 'factor, SHGC, and VT) in ;DDoes Not
5.8.2.4, :accordance with NFRC or energy
5.8.2.5 ,code defaults are used. ❑Not Observable
[FR12]2 ;❑Not Applicable
5.8.2.2 Fenestration and door products ;❑Complies Requirement will be met.
[FR13]1 are labeled, or a signed and ❑Does Not
dated certificate listing the U-
factor, SHGC,VT, and air leakage ,❑Not Observable
rate has been provided by the ❑Not Applicable
manufacturer.
U-factor of opaque doors U- U-
5.53.6 Swinging ❑Complies Seethe Envelope Assemblies
[FR14]2 associated with the building ❑ ging ❑ Swinging ❑Does Not table for values.
thermal envelope meets ❑ Nonswinging ❑ Nonswinging
requirements. ❑Not Observable
❑Not Applicable
5.4.3.1 Continuous air barrier is "ElComplies Requirement will be met.
[FR15]1 'wrapped, sealed, caulked, ❑Does Not
gasketed, and/or taped in an approved manner, except in ❑Not Observable
semiheated spaces in climate ❑Not Applicable
zones 1-6.
Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
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Section Mechanical Rough-In Plans Verified Field Verified
# Inspection Value Value Complies? Comments/Assumptions
& Re .ID
6.4.1.4, HVAC equipment efficiency Efficiency: Efficiency: ❑Complies see the mechanical systems list
6.4.1.5 verified. Non-NAECA HVAC ❑Does Not for values.
[ME1]2 equipment labeled as meeting
90.1. ❑Not Observable
❑Not Applicable
6.4.3.4.1 Stair and elevator shaft vents '❑Complies Exception: Requirement
[ME3]3 have motorized dampers that %❑Does Not does not apply.
automatically close.
❑Not Observable
❑Not Applicable
6.4.3.4.2, Outdoor air and exhaust systems ❑Complies Requirement will be met.
6.4.3.4.3 have motorized dampers that ;❑Does Not
[ME4]3 automatically shut when not in
use and meet maximum leakage ❑Not Observable
rates. Check gravity dampers ,❑Not Applicable
where allowed.
6.4.3.4.5 Enclosed parking garage ❑Complies Exception: Requirement
[ME39]3 ventilation has automatic ❑Does Not does not apply.
contaminant detection and
capacity to stage or modulate ❑Not Observable
fans to 50%or less of design ❑Not Applicable
capacity.
6.4.3.4.4 Ventilation fans >0.75 hp have '❑Complies Requirement will be met.
[ME5]3 automatic controls to shut off fan ❑Does Not
when not required.
❑Not Observable
❑Not Applicable
6.4.3.8 ,Demand control ventilation E❑Complies Exception: Systems with a
[ME6]1 provided for spaces >500 ft2 and '❑Does Not design outdoor airflow less
>25 people/1000 ft2 occupant than 1200 cfm.
;density and served by systems ❑Not Observable
with air side economizer, auto =,❑Not Applicable
modulating outside air damper
control, or design airflow >3,000
cfm.
6.5.3.2.1 'DX cooling systems>= 75 kBtu/h: " []Complies Exception: Requirement
[ME40]2 (>= 65 kBtu/h effective 1/2016) ❑Does Not does not apply.
and chilled-water and
evaporative cooling fan motor hp ❑Not Observable see the Mechanical systems list
>= 1/4 designed to vary indoor ❑Not Applicable for values.
fan airflow as a function of load
and comply with operational
requirements.
6.4.4.1.1 Insulation exposed to weather ❑Complies Requirement will be met.
[ME7]3 protected from damage. ❑Does Not
Insulation outside of the
conditioned space and associated ❑Not Observable
with cooling systems is vapor ❑Not Applicable
retardant.
6.4.4.1.2 HVAC ducts and plenums R- R- ❑Complies Exception: Ducts/plenums
[ME8]2 insulated.Where ducts or ❑Does Not located in heated, semi-
plenums are installed in or under [:]Not Observable heated, or cooled spaces.
a slab, verification may need to
occur during Foundation ❑Not Applicable
Inspection.
6.4.4.1.3 ';HVAC piping insulation thickness. in. in. DComplies Exception: Requirement
[ME9]2 Where piping is installed in or ❑Does Not does not apply.
under a slab, verification may
need to occur during Foundation []Not Observable
Inspection. ❑Not Applicable
111 High Impact(Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename; P:\2018\Fish)\18-01 Manganese Filters\Task 1- Design Plans and Specifications\Design\Fishers Page 10 of 18
Island Filter Building.cck
Section Mechanical Rough-In Plans Verified Field Verified
# Inspection Value Value Complies? Comments/Assumptions
& Re .ID
6.4.4.1.4 :Thermally ineffective panel ❑Complies 'Exception: Requirement
[ME41]3 rsurfaces of sensible heating ❑Does Not does not apply.
panels have insulation >= R-3.5.
❑Not Observable
�❑Not Applicable
6.4.4.2.1 ;Ducts and plenums sealed based ""[]Complies Requirement will be met.
[ME on static pressure and location. ❑Does Not
❑Not Observable
❑Not Applicable
6.4.4.2.2 ,Ductwork operating >3 in.water >❑Complies Exception: Requirement
[ME11]3 column requires air leakage ❑Does Not does not apply.
-testing.
❑Not Observable
❑Not Applicable
6.5.2.3 ;Dehumidification controls " ' ❑Complies Exception: Cooling capacity
[ME19]3 'provided to prevent reheating, ❑Does Not 40 kBtu/h.
recooling, mixing of hot and cold
airstreams or concurrent heating ❑Not Observable
and cooling of the same '❑Not Applicable
airstream.
77-
6.5.2.4.1 Humidifiers with airstream p does not apply.❑Does lies Exception: Requirement
3[ME68] mounted preheating jackets have:
preheat auto-shutoff value set to Not
;activate when humidification is ❑Not Observable
not required, ;❑Not Applicable
6.5.2.4.2 Humidification system dispersion ;❑Complies Exception: Requirement
[ME69]3 tube hot surfaces in the ❑Does Not does not apply.
airstreams of ducts or air-
handling units insulated >= R- ❑Not Observable
0.5. ❑Not Applicable
6.5.2.5 Preheat coils controlled to stop ,DCpmpliesRequirement will be met.
[ME70]3 heat output whenever ❑Does Not
mechanical cooling, including
economizer operation, is active. q❑Not Observable
❑Not Applicable
6.5.3.3 Multiple zone VAV systems with "E❑Complies Exception: Requirement
[ME42]3 ;DDC of individual zone boxes -❑Does Not does not apply.
have static pressure setpoint
reset controls. ❑Not Observable See the Mechanical Systems list
,❑Not Applicable for values.
6.5.4.2 HVAC pumping systems >10 hp ❑Complies Requirement will be met.
[ME25]3 designed for variable fluid flow. :❑Does Not
❑Not Observable
❑Not Applicable
6.5.6.1 Exhaust air energy recovery on C plies Exception: Requirement
[ME56]] systems meeting Tables 6.5.6.1- ® Not does not apply.
1, and 6.5.6.1-2. ❑Not Observable
❑Not Applicable
6.5.7.1.1� ;Kitchen hoods >5,000 cfm have ❑Complies Exception: Requirement
[ME32]2 make up air>=50%of exhaust ❑Does Not does not apply.
air volume.
❑Not Observable
❑Not Applicable
6.5.7.1.5 1Approved field test used to ❑Complies Exception: Requirement
[ME49]3 evaluate design air flow rates ❑Does Not does not apply.
;and demonstrate proper capture ❑Not Observable
and containment of kitchen
exhaust systems. ❑Not Applicable
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fishl\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 11 of 18
Island Filter Building.cck
n&Re
bn Inspection Value Value p
Mechanical Rough-in Plans Verified Field Verified
Com lies. Comments/Assum ions
.ID
6.5:8.1 Unenclosed spaces that are ❑Complies Exception: Requirement
JME341� heated use only radiant heat. ❑Does Not does not apply.
❑Not Observable
°❑Not Applicable
6.43.9 Heating for vestibules and air ❑Complies Exception: Requirement
(Mt4 3,)2 'curtains include automatic `❑Does Not does not apply.
controls that shut off the heating
system when outdoor air ❑Not Observable
temperatures >45F.Vestibule ❑Not Applicable
heating systems controlled by a
thermostat in the vestibule with
setpoint<=60F.
6.5.10 ;Doors separating conditioned ElComplies Requirement will be met.
[ME73]3 :space from the outdoors have ElDoes Not
I controls that disable/reset ❑Not Observable
heating and cooling system when
open. ❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
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Island Filter Building.cck
Section
# Rough-In Electrical Inspection Complies? Comments/Assumptions
& Re .ID
8.4.2 At least 50%of all 125 volt 15-and ❑Complies Exception: Space type is not private office, open office, or
[EL10]2 20-Amp receptacles are controlled by ❑Does Not computer classroom.
an automatic control device. :[:]Not Observable
❑Not Applicable
9.41.1 'Automatic control requirements ❑Complies Requirement will be met.
[EL1]2 ,prescribed in Table 9.6.1,for the ❑Does Not
appropriate space type, are installed. ❑Not Observable
Mandatory lighting controls (labeled
as'REQ')and optional choice controls ❑Not Applicable
(labeled as'ADD1' and 'ADD2') are
implemented.
9.4.1.1 Jndependent lighting controls installed ❑Coxriplies Requirement will be met.
[EL2]2 I per approved lighting plans and all []Does Not
manual controls readily accessible and
visible to occupants. ❑Not Observable
❑Not Applicable
9.4.1.2 Parking garage lighting is equipped ❑Complies Exception: Requirement does not apply,
[EL11]2 with required lighting controls and ❑Does Not
daylight transition zone lighting.
❑Not Observable
;❑Not Applicable
9.4.1.1f Daylight areas under skylights and IOComplies Exception: Requirement does not apply.
[EL13]1 roof monitors that have more than ❑Does Not
150 W combined input power for
general lighting are controlled by ❑Not Observable
photocontrols. ❑Not Applicable
9.4.1.4 ,Automatic lighting controls for exterior ❑C'omplies Requirement will be met.
[EL3]2 'lighting installed. ❑Does Not
❑Not Observable
❑Not Applicable
9.4.1.3 Separate lighting control devices for ❑Complies 'Requirement will be met.
[EL4]1 specific uses installed per approved ❑Does Not
lighting plans.
❑Not Observable
❑Not Applicable
9.6.2 'Additional interior lighting power ❑C'omplies Requirement will be met.
[EL8]1 allowed for special functions per the ❑Does Not
,approved lighting plans and is
automatically controlled and []Not Observable
separated from general lighting. ❑Not Applicable
10.4.1 Electric motors meet requirements ❑Complies Requirement will be met.
[EL9]2 where applicable. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fishl\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 13 of 18
Island Filter Building.cck
Section Plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptions
& Re .ID
5.5.3.1 Roof R-value. For some ceiling R- R- ❑Complies See the Envelope Assemblies
[IN2]1 systems, verification may need to ❑ Above deck ❑ Above deck ❑Does Not table for values.
occur during Framing Inspection. ❑ Metal ❑ Metal
❑Not Observable
❑ Attic ❑ Attic ❑Not Applicable
5.8.1.2, Roof insulation installed per ' ti❑Complies Requirement will be met..
5.8.1.3 manufacturer's instructions. ❑Does Not
[IN3]1 Blown or poured loose-fill
❑Not Observable
insulation is installed only where
the roof slope is <=3 in 12. ]Not Applicable
5.5.3.2 Above-grade wall insulation R-
R- R- ❑Complies See the Envelope Assemblies
[IN6]1 value. ❑ Mass ❑ Mass ❑Does Not table for values.
❑ Metal ❑ Metal ❑Not Observable
❑ Steel ❑ Steel ❑Not Applicable
❑ Wood ❑ Wood
5.8.1.2 Above-grade wall insulation " E❑Complies Requirement will be met..
[IN7]1 installed per manufacturer's ❑Does Not
instructions.
;E]Not Observable
❑Not Applicable
5.5.3.4 Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies
[IN8]2 ❑ Mass ❑ Mass ❑Does Not table for values.
❑ Steel ❑ Steel ❑Not Observable
❑ Wood ❑ Wood ❑Not Applicable
58.1.1 'Building envelope insulation is ❑Complies Requirement will be met.
[IN10]2 labeled with R-value or insulation "LlDoes Not
,certificate has been provided Not Observable
listing R-value and other relevant , ❑
data. ❑Not Applicable
58.1.9 Building envelope insulation ❑Complies Requirement will be met.
[IN18]2 'extends over the full area of the - ❑Does Not
component at the proposed rated
R or U value. ❑Not Observable
❑Not Applicable
5.8.1.4 Eaves are baffled to deflect air to " ❑Complies Requirement will be met.
[IN11]2° above the insulation. ❑Does Not
❑Not Observable
❑Not Applicable
58.1.5 Insulation is installed in '❑Complies Requirement will be met.
[IN12]2 substantial contact with the ','[:]Does Not
inside surface separating
conditioned space from ;❑Not Observable
unconditional space. ',[]Not Applicable
❑Complies Requirement will be met.
5.8.1.6 w. Recessed equipment installed in
[IN13]2 building envelope assemblies ❑Does Not
does not compress the adjacent insulation. Not Observable
" " ❑
❑Not Applicable
5.8.1.7.1 Attics and mechanical rooms ❑Complies Requirement will be met.
[IN15]2 have insulation protected where ❑Does Not
adjacent to attic or equipment ❑Not Observable
access.
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
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Island Filter Building.cck
Section Plans Verified Field Verifilel s Comments/Assumptions
# Insulation Inspection Complies. ptions
Value Value
SA 1,7, i Foundation vents do not interfere' ❑complies Requirement will be met.
[IN 6] with insulation. '❑Does Not
❑'Not Observable
TINot Applicable
5.8.1.8 1nnsulation intended to meet the Ecomplies Requirement will be met.
[IN17]3 :roof Insulation requirements ElDoes Not
:cannot be installed can top of a
;suspended ceiling.Mark this ;(�Not Observable
I requirement compliant if ENot Applicable
insulation is installed accordingly.
Additional Comments/Assumptions:
11 High.Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
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Island Filter Building.cck
Section
# Final Inspection Complies? Comments/Assumptions
&Re .ID
5.4.3.3 Weatherseals installed on all loading ❑Complies Exception: Requirement does not apply.
[1`I1]1 dock cargo doors in Climate Zones 4- ;❑Does Not
8.
❑Not Observable'
'❑Not Applicable
6.4.3.1.2 'Thermostatic controls have a 5 °F ❑Complies Requirement will be met.
[FI3]3 deadband. :❑Does Not
j❑Not Observable
❑"Neat Applicable
6.4.3.2 Temperature controls have setpoint ❑Complies Requirement will be met.
[F120]3 overlap restrictions. ❑Does Not
j❑Not Observable
❑Not Applicable
6.4.3.3.1 HVAC systems equipped with at least ❑Complies 'Exception: Systems with capacity 15,000 Btu/h and with
[FI21]3 one automatic shutdown control. ❑Does Not manual controls.
❑Not Observable
❑Not Applicable
6.4.3.3.2 Setback controls allow automatic ❑Complies Exception: Systems with capacity 15,000 Btu/h and with
[F122]3 restart and temporary operation as ❑Does Not manual controls.
required for maintenance.
[]Not Observable
❑Not Applicable
6.4.3.5 Heat pump controls prevent ❑Complies Requirement will be met.
[F15]3 supplemental electric resistance heat ❑Does Not
from coming on when not needed.
❑Not Observable:
❑Not Applicable
6.4.3.6 When humidification and i❑Complies Requirement will be met.
[FI6]3 dehumidification are provided to a ❑Does Not
zone, simultaneous operation is
prohibited. Humidity control prohibits ❑Not Observable
the use of fossil fuel or electricity to :❑Not Applicable
produce RH > 30%in the warmest
zone humidified and RH < 60%in the
coldest zone dehumidified.
6.7.2.1 Furnished HVAC as-built drawings ❑Complies Requirement will be met.
[FI7]3 submitted within 90 days of system ❑Does Not
;acceptance.
[]Not Observable
❑Not Applicable
6.7.2.2 Furnished O&M manuals for HVAC ❑Complies Requirement will be met.
[FI8]3 systems within 90 days of system ❑Does Not
acceptance.
❑Not Observable
[]Not Applicable
6.7.2.3 An air and/or hydronic system ❑Compiles Exception: Requirement does not apply.
[F19]1 balancing report is provided for HVAC ❑Does Not
systems serving zones >5,000 ft2 of
conditioned area. TINot Observable
]Not Applicable
6.7.2.4 HVAC control systems have been ❑Complies Requirement will be met.
[FI10]1 tested to ensure proper operation, ❑Does Not
calibration and adjustment of controls.'
❑Not Observable
❑Not Applicable
8.7.1 Furnished as-built drawings for Complies Requirement will be met.
[FI16]3 electric power systems within 30 days ❑Does Not
of system acceptance.
j❑Not Observable
❑Not Applicable
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
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Island Filter Building.cck
Section
# Final Inspection Complies? Comments/Assumptions
&Re .ID
8.7.2 Furnished O&M instructions for ❑Complies Requirement will be met.
[FI17]3 systems and equipment to the ❑Does Not
building owner or designated
representative. ❑Not Observable
❑Not Applicable
9.2.2.3 1 Interior installed lamp and fixture ;❑Complies See the Interior Lighting fixture schedule for values.
[FI18]1 lighting power is consistent with what EDoes Not
is shown on the approved lighting
plans, demonstrating proposed watts ❑Not Observable
are less than or equal to allowed ❑Not Applicable
watts.
9.4.2 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values.
[FI19]1 with what is shown on the approved ❑Does Not
lighting plans, demonstrating
proposed watts are less than or equal ❑Not Observable'
to allowed watts. ❑Not Applicable
10.4.3 Elevators are designed with the !❑Complies '.Exception: Requirement does not apply.
[FI24]2 proper lighting,ventilation power, and :❑Does Not
standby mode.
❑Not Observable;
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3)
Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fishl\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 17 of 18
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Project Title: Fishers Island Utility Filter Building Report date: 07/23/18
Data filename: P:\2018\Fishl\18-01 Manganese Filters\Task 1-Design Plans and Specifications\Design\Fishers Page 18 of 18
Island Filter Building.cck
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SCALE. 1:10
WATER SUPPLY SYSTEM NOTES: WATER NOTES:
1
r I 1. MATERIALS: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL INVERTS
AND DEPTHS WHETHER OR NOT SHOWN ON PLANS.
� ' I a. STANDARDS, MATERIALS SELECTION: CAST IRON, DUCTILE IRON AND PVC
PIPE, AND ALL FITTINGS, VALVES, AND FIRE HYDRANTS SHALL CONFORM 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY
TO THE LATEST STANDARDS OF THE AMERICAN WATER WORKS LOCATIONS WHETHER OR NOT SHOWN ON PLANS.
ASSOCIATION (AWWA). PVC PIPE AND P.E. AND PB SERVICE LINES SHALL
BEAR THE APPROVAL OF THE NATIONAL SANITATION FOUNDATION FOR 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OF THE
/ \ POTABLE WATER, AND MEET ASTM STANDARDS. CAST IRON AND DUCTILE NECESSARY PERMITS FROM THE TOWN OF SOUTHOLD AND SUFFOLK COUNTY.
IRON PIPE SHALL BE CEMENT-LINED IN ACCORDANCE WITH AWWA
SPECIFICATIONS C-104-74 OR THE LATEST REVISION. 4. WHERE WATER MAIN INSTALLATION CROSSES ANY STORM OR SANITARY
- SEWER, A MINIMUM VERTICAL DISTANCE OF EIGHTEEN(18)INCHES
i BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE b. JOINTS: PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF PIPE SEWER SHALL BE PROVIDED. AT SUCH CROSSINGS, ONE FULL LENGTH OF
i SHALL MEET THE STANDARDS OF THE AWWA AND THE REVIEWING WATER PIPE SHALL BE USED AND LOCATED SO THAT BOTH JOINTS WILL BE AS
AUTHORITY. PIPE HAVING MECHANICAL JOINTS OR SLIP-ON JOINTS WITH FAR FROM THE SEWER AS POSSIBLE.
�� \ RUBBER GASKETS IS PREFERRED.
i \ 5. WHERE THE WATER MAIN INSTALLATION RUNS PARALLEL TO ANY STORM OR
2. INSTALLATION: SANITARY DRAIN,IT SHALL HAVE A HORIZONTAL SEPARATION OF AT LEAST
\ TEN(10)FEET EDGE TO EDGE UNLESS OTHERWISE APPROVED AND SHOWN ON
i NEW MANGANESE FILTER a. STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE PLANS. IN THE EVENT THE LOCAL CONDITIONS PREVENT A HORIZONTAL
W SKID ON CONCRETE SLAB THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED SEPARATION OF TEN(10)FEET,THE WATER MAIN MAY BE INSTALLED CLOSER
\ INSTALLATION PROCEDURES. TO THE STORM OR SANITARY SEWER PROVIDED THE BOTTOM OF THE WATER
C� i / NEW NEW PRE-ENGINEERED \ MAIN IS AT LEAST EIGHTEEN(18)INCHES ABOVE THE TOP OF THE SEWER.
BUILDING BY OTHERS NEW 6"x6" \ WHERE THIS CRITERIA CANNOT BE MET THE STORM OR SANITARY PIPES MUST
RCONCRETE 0 90° BEND \\ b. BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN BE DUCTILE IRON PIPE CLASS 52 OR PVC DR]8.
THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIALS SHALL BE
L I 61•00' TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 6. INSTALLATION OF BACKFLOW PREVENTION DEVICES ON INDIVIDUAL WATER
NE�4,Q1 x 4 LIMITS OF STONE DEEP QRYWELL ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. SERVICE LINES SHALL BE IN ACCORDANCE WITH THE CROSS-CONNECTION
I i�
6 � i � DRIVEWAY EXTENSION \ STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT CONTROL PROGRAM OF THE SUFFOLK COUNTY WATER AUTHORITY AND THE
LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES.
NEW 1"WATERS c. COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 7• THIS PROJECT CONSISTS OF APPROXIMATELY 350 LINEAR FEET OF SIX(6)INCH
SERVICE TAP 6F -;O\30 \ 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT FREEZING. WATER MAIN.
/ `V RE-GRADE AROUND
•.� .-/ NEW BUILDING AND 8. THE WATER SERVICE CONNECTIONS TO THE PROPOSED WATER MAIN ARE TO
p BLOW-OFF LAGOON d. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE PROVIDED BE COMPLETED AFTER INSTALLATION, TESTING AND DISINFECTION OF THE
\ _ _ (TYP. OF 2D I .' /`• m WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED TO PREVENT PROPOSED WATER MAIN.
`9 NEW CONC. MOVEMENT.
NEW 6"x6"
DOOR STOOP
9. ALL WATER SERVICES SHALL BE ONE(1)INCH, UNLESS OTHERWISE SHOWN ON
22%z° BEND " ' : • e.� (TYPICAL) 3. TESTING: PLAN.
(TYP. OF 2) : ::
6" OUT NEW CONCRETE PLANS AND SPECIFICATIONS SHALL REQUIE THE FOLLOWING:
6" IN � "�s
THRUST BLOCK(TYP.
y oo ° WHERE SHOWN) a. PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE SHALL
NEW 6"x6" I 6„ Ova �i NEW 6"x6" �� BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE
45° BEND 6,, �N 45° BEND NEW 6"x6" AWWA STANDARD C-600,LATEST REVISION.
(TYP. OF 2) / (TYP. OF 4) O 45° BEND
I. �o b. DISINFECTION:
W 1) WATER MAINS ARE TO BE DISINFECTED IN ACCORDANCE WITH AWWA
6 "GOOSENNE T "- - STANDARD C-651,LATEST REVISION.
�• EXISTING 20.00' AIRGAP
SIDEWALK NEW 2) WATER TREATMENT PLANT IS TO BE DISINFECTED IN ACCORDANCE
/ �E p����EFz XISTING BUILDING I CONCRETE WITH AWWA STANDARD C-653,LATEST REVISION.
SPLASHPAD 3 07-23-18 JRH RESPONSE TO TOWN OF SOUTHOLD COMMENTS
v� � .. F.F. 20.30 N
O I �OF�L I c. BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER 2 07-12-18 JRH RESPONSE TO SCDHS COMMENTS
4 O DER �" SAMPLES COLLECTED AFTER DISINFECTION ARE EQUIRED AT LOCATIONS 05-30-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
(] A" ���\� ��00 O�� GENERALSPECIFIEDLY, A B AC ER OLOGIICAL BY THE SUFFOLK TSAMPLER SM REQUIRED OR EVERYENT OF HEALTH I10 0 1 OS-30-18 JRH RESPONSE TO SCDHS COMMENTS
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LINEAR FEET OF WATER MAIN OR PORTION THEREOF.
NEW 6"x6" J / 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
V) 90° BEND
(TYP. OF 2) F� N1E` RGN`vJE s„SELL 11 WE��
F 04-25-18 JRH FOR SCDHS APPROVAL
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�I`I PMpL�N G��NE LAGOON / REVISIONS
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��NE XFMR• 161 Oriental Avenue Water Plant
p��NG / APPROXIMATE LIMITS Fishers Island New York
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�„�► ,2° ' J.R. HOLZMACHER P.E., LLC
The Third Generation of Excellence
APPROXIMATE EXISTING
Y I NEW 6"x6"x6"TEE � In Water Supply, Water Resources,
►- EXISTING 2"W FROM "HERS" GRADE LINES
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LINE TAP APPROXIMATE EXISTING SIZE VOLUME PHONE: (631) 234-2220 FAX: (631) 234-2221 E-MAIL: info@holzmacher.com
LIMITS OF CLEARING CUBIC FEET GALLONS SHEET TITLE:
� PARTIAL SITE PLAN
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j 20'x 20'x 1' DEEP 362 2,708 � DESIGNED BY: S.C. SCALE: AS NOTED
N PARTIAL SITE PLAN
j REVIEWED BY: DATE: C-2
J.R.H. May 4, 2018
N SCALE: 1:10 ALTERATION OF THIS DOCUMENT EXCEPT BY A PLAN SHEET BY: PROJECT NO:
LICENSED PROFESSIONAL IS ILLEGAL P.D.C. FishI 18-01
a
COVER TYPICAL FINISHED GRADE TYPICAL FINISHED
M IN PAVED AREAS GRADE IN UNPAVED
AREAS
FINISHED GRADE FINISHED GRADE
� I
TYP. EIGHT(8) BOLT WHEN MIN. VERTICAL CLEARANCE SEPARATION _
PATTERN RETAINER GLAND OF 18 BETWEEN WATER MAIN AND SANITARY U �=III=I Il=lii I II=III=III=III=III=III =I II=III=III=- =III=-�I= =III-'
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CAST IRON PIPE �_ -III-III-III-III-III-III-I I I_I =III-III-III-III-III=1I I-III-1 i
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JOINT FITTING TYP. O TYP. EIGHT(8) BOLT CONCRETE CROSSING BLOCK. (-
PATTERN RETAINER GLAND TRANSIT MIX 2500 PSI 1'T. x 3' L.
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DIMENSION VARIES.
CONCRETE THRUST BLOCK. 18" MIN. SEPARATION FOR SANITARY - - + + -
TRANSIT MIX 2500 PSI WITH CONCRETE THRUST BLOCK. 3/4" STEEL TIE RODS
SEWERS &STORM DRAINS. 6" FOR TRANSIT MIX 2500 PSI WITH n TYPICAL 2
TWO (2)3/a'TIE RODS, TYP. L J - - - - WATERLINE - -
(2) EACH BLOCK ALL OTHER UTILITIES. TWO (2)3/4"TIE RODS, TYP.
(2) EACH BLOCK 10
MAIN
CONCRETE CROSSING BLOCK.
TRANSIT MIX 2500 PSI CENTER ONE (1) UNCUT LENGTH DIMENSION VARIES.
1'THICK x T LONG MAX. WATER MAIN BENEATH SANITARY 18" MIN. SEPARATION FOR SANITARY APPROVED RESTRAINT DEVICE.
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6" DEPTH BELOW BOTTOM OF SEWER OR STORM DRAIN SEWERS &STORM DRAINS. 6" FOR MEGALUG OR EQUAL.
UTILITIES TYPICAL. MINIMUM 18 FEET SYMMETRICAL ALL OTHER UTILITIES.
NOTES:
NOTES: NOTES' 1. SEE STANDARD THRUST BLOCK DETAILS WATER MAIN OR VALVE.
1. LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES TO BE VERIFIED IN 1. LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES TO BE VERIFIED IN
FIELD BY MEANS OF TEST PITS BY THE CONTRACTOR. FIELD BY MEANS OF TEST PITS BY THE CONTRACTOR. 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
2. ALL RETAINER GLAND BOLTS TO BE TIGHTENED WITH TORQUE WRENCHES IN 2. ALL RETAINER GLAND BOLTS TO BE TIGHTENED WITH TORQUE WRENCHES IN 3. VALVE BOX WILL NOT CONTACT
ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
PREFERRED UTILITY CROSSING DETAIL ALTERNATE UTILITY CROSSING DETAIL TYPICAL VALVE AND VALVE BOX INSTALLATION
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
/ .
MAX. AUTHORIZED WIDTH /
GRADE Bc+ 2'-0" MAX.
2
2 WATER MAIN
/// // // //
/ I TYPICAL 22%2° BEND.
ss. \TYPICAL TEE
TYPICAL 90o BEND
COMPACTED BACKFILL. j\\ XY,XY,XY,XY,XY,X�/1\1Y, / PROPOSED WATER MAIN
COMPACT TO 95% PROCTOR
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THRUST BLOCK 'TYPICAL 450 BEND 3 07-23-18 JRH RESPONSE TO TOWN OF SOUTHOLD COMMENTS
TYPICAL EIGHT(8) BOLT EXISTING SANITARY OR STORM SEWER 2 07-12-18 JRH RESPONSE TO SCDHS COMMENTS
PATTERN RETAINER GLAND,
HAND COMPACTED MECHANICAL JOINT FITTING PLAN VIEW 05-30-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
GRANULAR MATERIAL. 1 05-30-18 JRH RESPONSE TO SCDHS COMMENTS
En COMPACT TO 95% PROCTOR
05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
o a„ e� - DENSITY IN6" LIFTS. PROPOSED
THRUST BLOCK SCHEDULE
X WATER MAIN 04-25-18 JRH FOR SCDHS APPROVAL
2 MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK W REV DATE CK DESCRIPTION
SIZE OF PIPE , o ,BENDS o o TEE 2 � Q REVISIONS
g 11/4 22/2 45 90 W FISHERS ISLAND UTILITY COMPANY
4" 1.00 1.00 1.00 2.50 1.50 161 Oriental Avenue Water Plant
z z SHAPED GRANULAR 6" 1.00 1.25 2.25 4.25 3.00 EXISTING SANITARY OR STORM SEWER Fishers Island New York
o p SUBGRADE g" 1.00 2.00 4.00 8.00 5.25
W N
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MANGANESE FILTERS BUILDING ADDITION
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NOTES:
1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK WITH The Third Generation of Excellence
' MINIMUM BEARING AREA AS SPECIFIED IN SCHEDULE ABOVE. �I I
PROPOSED ;�
NOTE: � In Water Supply, Water Resources,
N IN
ALL TRENCH WIDTHS TO BE MINIMIZED IN ORDER TO AVOID EXCESSIVE DISTURBANCE OF 2. ALL THRUST BLOCKS TO BE 2500 PSI CONCRETE. WATER MAIN
OF Fdy � Civil and Environmental Engineering
ADJACENT AREAS. TRENCH WALLS SHALL BE VERTICAL WHERE NECESSARY, SHEET PILING ELEVATION 4! h =''`
OR A SHEETING BOX SHALL BE USED TO MAINTAIN THE SPECIFIED TRENCH CONDITION. 3. ALL RETAINER GLAND BOLTS TO BE TIGHTENED WITH TORQUE WRENCH IN NOTE:
ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. * 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779
STANDARD CLEARANCES SHALL BE MAINTAINED
v
UNLESS OTHERWISE NOTED ON THE SITE PLAN. PHONE: (631) 234-2220 FAX: (631) 234-2221 E-MAIL: info@holzmacher.com
TYPICAL PIPE TRENCH DETAIL TYPICAL CONCRETE THRUST BLOCK DETAIL TYPICAL SANITARY CLEARANCE DETAIL �y SHEET TITLE: TYPICAL DETAILS
j Q 66 DESIGNED BY: S. C. SCALE: AS NOTED
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. REVIEWED BY: DATE: C-3
J.R.H. May 4, 2018
N ALTERATION OF THIS DOCUMENT EXCEPT BY A pLAN SHEET BY: PROJECT NO:
LICENSED PROFESSIONAL IS ILLEGAL P.D.C. FishI 18-01
d
GENERAL NOTES GENERAL NOTES CONTINUED CONCRETE FOUNDATION NOTES FRAMING NOTES:
1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE FISHERS ISLAND UTILITY COMPANY AT 1. SUPPORTING FORM WORK FOR ANY CONCRETE CONSTRUCTION SHALL NOT BE REMOVED BEFORE 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AREAS. INSTALL AND
AND 2017 UNIFORM SUPPLEMENT. 3 LEAST 48 HOURS PRIOR TO ANY WORK. THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO SAFELY SUPPORT THE DEAD AND REMOVE(AFTER COMPLETION)ALL TEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO
SUPERIMPOSED LOADS WHICH WOULD BE SUBSEQUENTLY APPLIED. REMOVE FORM WORK AND ADEQUATELY SUSTAIN ALL LOADS.
2. THE STRUCTURE IS OF OCCUPANCY CLASSIFICATION GROUP U, (UTILITY AND MISCELLANEOUS)AND 26. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING UTILITY LINES IN THE AREA RE-SHORE IN ACCORDANCE WITH CODE,THE DESIGN AND, ENGINEERING OF THE BUILDING
IS CONSTRUCTION TYPE V. OF FOUNDATION WORK AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED UNDER STRUCTURE. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR BETTER.
GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR
3. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF THE 2015 INTERNATIONAL HWILL IS WORK.IR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF 2. POUNDLL S FOOTPER INGS
SHALL FT. AND SHALL BE A M MINIM SOIL UM OF 3 OI H OW GRADE.SOIL PRESSURE RF 2,000 3. WOOD SILLS TO BE 1 (2 x 6)A.C.Q.LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12"LONG MINIMUM
Q AT34'-0" O.C.AND F-0" AWAY FROM CORNERS.
BUILDING CODE. ENCOUNTERS POOR SOIL CONDITIONS THEY SHALL STOP WORK AND CONTACT THE ENGINEER.
4. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN SECTION 4. PROVIDE DOUBLE HEADERS,AND TRIMMERS,AND FRAMING AT ALL STAIR OPENINGS,FLOOR
1609 AND THE EARTHQUAKE LOADS SPECIFIED IN SECTION 1613 OF THE 2015 INTERNATIONAL CONCRETE NOTES 3. THE FOUNDATION CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SUBMIT FIELD OPENINGS,BATHTUBS,AND ALL POSTS AND PARTITIONS RUNNING PARALLEL TO FLOOR FRAMING.
BUILDING CODE. SKETCHES AS MAY BE REQUIRED FOR ENGINEER APPROVAL BEFORE STARTING ANY FIELD WORK.
1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED BELOW,UNLESS PROVIDE BLOCKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS.
5. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS:
OTHERWISE NOTED 4. FOR ORIENTATION OF FOOTINGS SEE PLAN. 5. BRIDGING TO BE EITHER SOLID OR 1 x 3 OR 18 GA CROSS BRIDGING&NOT TO EXCEED A MAXIMUM
8'-0" O.C.
A. FLOOR LIVE LOAD: 40 PSF USAGE 28 DAY MAX 5. ALL SLABS ON GRADE SHALL BE POURED IN ALTERNATE PANELS NOT EXCEEDING 800 SQUARE FEET
STRENGTH AGG BETWEEN KEYED CONSTRUCTION JOINTS. 6. ALL NON-BEARING INTERIOR HEADERS TO BE 2(2 x 6)UNLESS OTHERWISE NOTED.
B. ROOF LOADS: 3 (psi) SIZE 6. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL ADJOINING FLOORS HAVE 7. ALL INTERIOR HEADERS SHALL BE(2)2" x 8" UNLESS OTHERWISE NOTED.
SNOW: A. SLAB ON GRADE 4000 S.C. 1"
BEEN POURED AND CURED FOR SEVEN DAYS,UNLESS WALLS ARE PROPERLY AND ADEQUATELY
B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS.
OCCUPANCY CATEGORY III �� ED.
GROUND SNOW LOAD,Pg 20 PSF C. PIERS 4000 S.C. 1"
EXPOSURE FACTOR,Ce 1.0 D. RETAINING WALLS 4000 S.C. 1" 7. PROVIDE SLOTS, HOLES AND OPENINGS IN FOUNDATION WALLS AS REQUIRED FOR ELECTRICAL AND 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING
THERMAL FACTOR,Ct 1.0 MECHANICAL TRADES. PROVIDE ADDITIONAL REINFORCING AS SHOWN ON TYPICAL DETAIL. CONDITIONS,ETC.TO BE BY AN APPROVED MANUFACTURER FOR FLUSH STRUCTURAL FRAMING.
IMPORTANCE FACTOR, Is 1.0
FLAT ROOF SNOW LOAD,Pf 20.0 PSF 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE SPECIFICATIONS AS SC 8. UNLESS OTHERWISE NOTED, SLAB ON GRADE SHALL BE 4"THICK, WITH WELDED WIRE WHEN IN CONTACT WITH A.C.Q. USE NEW DOUBLE DIP GALVANIZED FRAMING HARDWARE..
C. WIND DESIGN DATA: OR STONE CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATE,NORMAL WEIGHT COARSE MESH(ULTIMATE OF 70,000 PSI MIN.)STYLE W2.1 W2.1 6"x6 PLACED NEAR TOP.LAP ALL MESH A 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH FRAME
WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE WITH ASCE 7, AGGREGATES CONFORMING TO ASTM C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM MINIMUM OF 2 FULL SQUARES. CONNECTIONS.
SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE
C150. 9. CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO CONSTRUCTION DETAILS).
3 CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE SPECIFICATIONS AS LW BUILT-IN WORK, SLEEVES, INSERTS, ETC., AS REQUIRED FOR A COMPLETE JOB.
OCCUPANCY CATEGORY III OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR SHALE COARSE AGGREGATE CONFORMING TO 12. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A DOUBLE KING STUD AND
IMPORTANCE FACTOR,Iw 1..0 0
BASIC WIND SPEED(3-SECOND GUST) 1 MPH ASTM C330, NATURAL SAND AND TYPE I PORTLAND CEMENT CONFORMING TO ASTM C1510. LW 10. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT WHERE SPECIFICALLY SHOWN ON A DOUBLE SILL PLATE.
EXPOSURE C CONCRETE SHALL NOT WEIGH LESS THAN 95 NOR MORE THAN 116 PCF. DRAWINGS WITHOUT THE APPROVAL OF THE ENGINEER.
INTERNAL PRESSURE COEFFICIENT 0.18 13. 'ACQ'DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL
DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS(USE ZONE 4 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 11. MAXIMUM HORIZONTAL LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION SHALL BE NO TAKE THE PLACE OF'CCA'.
GENERALLY;USE ZONE 5 WITHIN 3'OF BUILDING WALL CORNERS).
MORE THAN 60 FEET. VERTICAL JOINTS TO OCCUR BETWEEN COLUMNS
3 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT THE POINT OF 14. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
D. SEISMIC CATEGORY: B DISCHARGE AS FOLLOWS 12. ALL FOOTINGS SHALL BEAR ON SOIL WITH A MINIMUM BEARING CAPACITY OF 2,000 LBS/PER INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS
SQUARE FOOT LEVEL BEARING,UNLESS OTHERWISE NOTED. THE COMPLETE REMOVAL AND BOTH VERTICAL AND HORIZONTAL.
6. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. SUPPORT OF ANY A. RAMPS AND SLOPING SURFACES -3"MAXIMUM REPLACEMENT WITH ENGINEERED FILL, COMPACTED TO 95%STANDARD PROCTOR DENSITY
CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING STRUCTURE IS THE B. FOUNDATION CONCRETE -3"TO 6" IN 6"LIFTS (INSPECTED&APPROVED BY GEOTECHNICAL ENGINEER), IS REQUIRED WHERE ANY
RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD C. ALL OTHER CONCRETE -3"TO 5" EXCAVATION BENEATH PROPOSED FOOTINGS OR WALLS ENCOUNTER LOAM AND/OR FILL.
OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR
EACH PARTICULAR LOAD. 5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. 13. ELEVATIONS, PLANS PICTURES &WALL FOUNDATIONS AT ADJOINING PROPERTIES ARE FROM BEST
AVAILABLE INFORMATION AND NOT NECESSARILY COMPLETE AND ARE DETERMINED FROM
7. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN ENGINEERING OF THE 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL SURVEYS AND DESIGN DRAWINGS, AND ARE FOR GENERAL INFORMATION ONLY AND MUST BE
FORM WORK, SHORES AND RE-SNORES, AS WELL AS ITS CONSTRUCTION, SHALL BE THE CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULKHEADS. VERIFIED IN FIELD.
RESPONSIBILITY OF THE CONTRACTOR.ALL SUCH ENGINEERING SHALL BE PERFORMED BY A THE LOCATIONS OF THE CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. ENGINEER.ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 14. SPECIAL INSPECTION OF FOUNDATION SUBGRADES SHALL BE PERFORMED AS PER THE NEW YORK
STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS OF CONSTRUCTION STATE BUILDING CODE.
8. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE JOINTS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR
GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REVIEW AND VERIFICATION. 15. MATERIAL DESIGNATED IN THESE GENERAL NOTES,DRAWINGS OR SPECIFICATIONS AS"SELECTED
TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. FILL" SHALL BE SOIL OF SOIL-ROCK MIXTURE. THE MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS
CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 SACKS OF CEMENT PER OR ANY FOREIGN SUBSTANCES. "SELECT FILL", "CONTROLLED FILL"AND/OR"ENGINEERED
DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, COLLAPSE, DISTORTION AND CUBIC YARD.NO FLY ASH SHALL BE USED IN ANY CONCRETE. ALL EXPOSED CONCRETE TO BE AIR FILL" SHALL ALL HAVE THE SAME MEANING. WHERE FILL IS USED AS BACK FILL BEHIND
MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. ENTRAINED AIR CONTENT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. FOUNDATION WALLS AND UNDER SLAB-ON-GRADE CONSTRUCTION,IT SHALL BE SELECTED FILL
AND SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557. A
9. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS.REFER 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS,PIPE SLEEVES, SIX INCH THICK POROUS FILL SUBGRADE AND VAPOR BARRIER SHALL BE PLACED BELOW ALL
TO THE ARCHITECTURAL, MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS FOR SLEEVES, ANCHOR BOLTS,ETC. AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS POURED; SLABS ON GRADE AS SHOWN AND/OR SPECIFIED.
CURBS,INSERTS,ETC.NOT HEREIN INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE THESE ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS
DIMENSION OR DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR 16. A SPECIAL INSPECTOR SHALL BE PRESENT WHEN PILE FOUNDATIONS ARE BEING INSTALLED AND
REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES OR OPENINGS IN REVIEW AND VERIFICATION. DURING TESTS. THE SPECIAL INSPECTOR SHALL MAKE AND SUBMIT TO THE CODE ENFORCEMENT
STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND OFFICIAL RECORDS OF THE INSTALLATION OF EACH PILE AND RESULTS OF LOAD TESTS. RECORDS
VERIFICATION. 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON PLANS AND SHOP SHALL INCLUDE THE CUTOFF AND TIP ELEVATION OF EACH PILE RELATIVE TO A PERMANENT
DRAWINGS ARE REVIEWED AND VERIFIED. REFERENCE.
10. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS,FLOOR ELEVATIONS, SLOPES AND THE
LOCATION OF DEPRESSED FLOOR AREAS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO THE SAME DEPTH AS 17. ALL CONCRETE FOUNDATIONS ARE DESIGNED AS PER NEW YORK STATE BUILDING CODE R404.5.
11. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING WORK THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS OTHERWISE SHOWN.
AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK COMPLY 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 1/3
WITH THE SAME. THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER THAN THEIR DIAMETERS ON CENTER.
12. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. REINFORCING STEEL
AND PRIOR TO ORDERING MATERIALS. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM SPECIFICATION OF
DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A615,
13. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. WORK SHALL NOT BEGIN STANDARD SPECIFICATION FOR EPDXY-COATED STEEL REINFORCING BARS, ASTM A775, STANDARD
UNTIL CONTRACTOR RECEIVES APPROVED SHOP DRAWINGS. SPECIFICATION FOR FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING
14. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL WIRE AND WELDED WIRE
SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE NEW REINFORCEMENT,ASTM A884. DETAILING OF REINFORCEMENT,ASTM A615. DETAILING OF
INSTALLING STRUCTURAL MEMBERS. YORK STATE BUILDING CODE,INCLUDING SUBMISSION OF CONCRETE TEST MIXES. REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING
MANUAL.
15. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS CHECKED AND
SUB-CONTRACTOR, ERECTOR, FABRICATOR,MATERIAL SUPPLIER, ETC. IN LIEU OF PREPARATION OF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION Al85(70,000 PSI MINIMUM)AND
SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT
A SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL
AND OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPLIED,ARISING DUE TO ANY ERRORS
MESH PANELS AT ENDS AND SIDES AND TIED SECURELY,UNLESS OTHERWISE NOTED.
THAT MAY OCCUR HERE ON.
3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SUPPORTED BY PRECAST
16. ALL CODES,COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. REFERRED TO IN THESE CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED FOR EARTH BEARING AT A MAXIMUM OF 4'-0"ON
GENERAL NOTES,ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS INCLUDE ALL CENTER IN EACH DIRECTION. DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4"TOP COVER TO
AMENDMENTS, SUPPLEMENTS AND ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. REINFORCING UNLESS OTHERWISE NOTED.
17. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT T-0"CENTERS MAXIMUM,FOR ALL SLABS
ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. ABOVE GRADE.
18. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI
INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT PUBLICATION 315,LATEST EDITION.
OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE 3 07-23-18 JRH RESPONSE TO TOWN OF SOUTHOLD COMMENTS
SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY UNLESS OTHERWISE 2 07-12-18 JRH RESPONSE TO SCDHS COMMENTS
NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE 05-30-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
19. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, NOTED.
RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND 1 05-30-18 JRH RESPONSE TO SCDHS COMMENTS
INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS(SEE SECTION 7.7,ACI318, FOR CONDITIONS 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
Q 20. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS.
04-25-18 JRH FOR SCDHS APPROVAL
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11
SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE FISHERS ISLAND UTILITY COMPANY
IS GRANTED; HOWEVER,THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE DETAILS.
EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND 161 Oriental Avenue Water Plant
SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY 9. WELDING OF REINFORCING BARS,ONLY WHEN PERMITTED BY THE STRUCTURAL ENGINEER, SHALL Fishers Island, New York
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22. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE ASTM A706.ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL MANGANESE FILTERS BUILDING ADDITION
CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED REINFORCEMENT SHALL NOT BE
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J.R. HOLZMACHER P•E. LLC
INDICATED. 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION FOR DEFORMED STEEL
WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI. . , .
23. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE STANDARD ASTM A615 GRADE 60 REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED The Third Generation of Excellence
ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR BAR ANCHORS UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. 1 In Water Su l Water Resources,
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24. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF 12. PROVIDE#4 AT 12"CENTERS MINIMUM,EACH WAY TOP, IN ALL HOUSEKEEPING PADS SUPPORTING it * 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779
OCCUPANCY, INSPECTION APPROVALS, ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DRAWINGS OR NOT UNLESS OTHERWISE PHONE: (631) 234-2220 FAX: (631) 234-2221 E-MAIL: it fo@holzmacher.com
JURISDICTION THEREOF, IF REQUIRED.
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21. BUILT-UP CORNER STUDS 16d @ 24" O.C.
AT ALL PIPE THRU FOUNDATION 4'-0" MIN.
WALLS, USE METAL OR PLASTIC 0 U) 2"x 20 GA. STEEL STRAP BRACING 22. BUILT-UP GIRDER AND BEAMS 20d @ 32" O.C. AT
SLEEVE W/ 1 2' COMPRESSIBLE LL Lu 10- 16d NAILS MIN. AT 450 ANGLE. SPACE AT 25'-0"O.C. TOP & BOTTOM &
BAR LAP, SEE z z
MATERIAL ALL AROUND Q Y EQUALLY SPACED MAX. ALTERNATE DIRECTION OF WOOD HEADER - STAGGERED (2) -20d
STRUCT. NOTES _j C) CONT. DOUBLE DOUBLE TOP PLATE
0 - BETWEEN JOINTS 2x PLATE STRAP SEE SCHEDULE AT ENDS AND AT
w H EACH SPLICE
SPLICE JOINT 16d NAILS @ 16" O.C. NAILING SCHEDULE
i- TYP. DBL. TOP 2 x SOLID
PLATE NAILING � BLOCKING
S6-211
MIN. �y2< DOUBLE STUDS '�
>>d' AT EACH STRAP
_ SPLICE JOINT @
=III=1 (L OF STUD TYP.
I� EACH STUD OR
I I= 2x STUDS BLOCK JC��
BAR LAP, SEE _ _ _ _
STRUCT. NOTES — — — — III= " O
III=1 I I=1 11= I=1 =1 = x @ 16 O.C. //�� 2 x WOOD STUDS
¢ "? Q @ 16" O.C.
NOTES: I11=III=11I=1I 1= I 1=1 I1=I I1=I11 II I11 v
=1 THIS DETAIL APPLIES AT ALL EXTERIOR
USE THIS DETAIL TO: WALLS, PARTY WALLS, INTERIOR
1. CHANGE FTG. ELEVATION. 1.5 x"A"
BEARING WALLS & SHEAR WALLS.
2. LOWER FTG. FOR FIRMA BRG. \__2 x BOTTOM PLATE
STEP IN WALL FOOTING DOUBLE TOP PLATE SPLICE TYPICAL WOOD STUD WALL ELEVATION
SCALE: 3/4"=l'-0" S1-204 SCALE: 3/4"=1'-0" S1-225 SCALE: N.T.S.
2"x 3"CONTINUOUS KEY
SLAB ON GRAVEL
THICKNESS "T"
SHEATHING & HOEDOWNS SILL PLATE
MARK
NAILING BOLTING x —x —x —x x LX— X— X— X— X-- X
O %2" ORIENTED STRAND SIMPSON HDU %"0 @ 48" O.C.
BOARD W/ 10d @ 6'" O.C. 1 DEPTH OF THICKENED SLAB = 2
1 %2 TIMES SLAB THICKNESS "T"
3
IN
SHEAR WALL
CONSTRUCTION JOINT 3 07-23-18 JRH RESPONSE TO TOWN OF SOUTHOLD COMMENTS
COUNT. 2 x PLATE W/ 16d
a SEE PLAN CONT. (2)-2 x PLATE @ "12"O.C. EACH SIDE SCALE: 3/4"=1'-0" S1-100 2 07-12-18 JRH RESPONSE TO SCDHS COMMENTS
SIMPSON HOEDOWN DOUBLE 2 x 2 x STUDS A 1 TO HEADER 05-30-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
Cn
DOUBLE 2 x STUDS AND BOLTING -SEE TOP PLATE @ 16" O.C. CRIPPLE STUDS 1 05-30-18 JRH RESPONSE TO SCDHS COMMENTS
SHEAR WALL SCHED.
Z MINIMUM (U.O.N.) @ 16"O.C. 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
s
J
2 x STUDS @ 16" O.C. SIMPSON H2.5 AT ALT. SAW CUT 1 %2" DEEP
of SIMPSON 'PA' SILL PLATE AND TYP. AT ALL SHEAR STUDS, ALT. SIDES W.W.F.
W F 04-25-18 JRH FOR SCDHS APPROVAL
ANCHOR IF F� BOLTING - SEE WALLS REV DATE CK DESCRIPTION
OCCURS -SEE I I SCHEDULE
LZ16d1 @ 12"O.C. REVISIONS
oo Q SCHEDULE DOUBLE 2 x STUDS - a x —x —x —x — x— x x— x
ii
AT EACH END OF " ' FISHERS ISLAND UTILITY COMPANY
i i SEE PLAN SHEAR WALL (MIN.) (3) - 16d SCHDEDULEEND EE
SIMPSON HOLDOWN NAILS NOTE:
161 Oriental Avenue Water Plant
AT END OF SHEAR A WOOD SPACER MAX. DISTANCE BETWEEN Fishers Island, New York
i WALL-SEE SCHED. i
i DOUBLE STUD OR i WHERE REQ'D. CONTRACTION JOINTS IS 36x
c ANCHOR BOLT SIZE �� COL. -SEE PLAN SILL PLATE & SECTION A-A SLAB THICKNESS IN INCHES. MANGANESE FILTERS BUILDING ADDITION
N & EMBEDMENT-SEE BOLTING -SEE SIMPSON A35 AT EACH SIDE
SHEAR WALL SCHED. TERMITE SHIELD ` SCHEDULE AND EACH END OF HEADER SAWED CONTRACTION JOINT J R HOLZIVIACHER P E , LLC
W/SILL GASKETTIT BEARING STUDS ' ' • •
PLATE%$x 3 x 3 ABOVE & BELOW / SCALE: 3/4"=l'-0" S1-101
SEE SCHEDULE
OR ANCHOR BOLT BETWEEN CONC. FOOTING - �
tW: _.
W/ 12 BOLT DIA. STEM WALL & � SEE PLAN The Third Generation o,fExcellence
EXTENSION BOTTOM PLATE X ` — OPENING WIDTH HEADER BEARING STUDS + r In Water Supply, Water Resources,
FOOTING - 3'_0" (3)2 x 6 ONE EACH END OF F�'V Civil and Environmental Engineering
SEE PLAN �4
8'-0" (3)2 x 12 TWO EACH END
3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779
o X HOEDOWN CONNECTION ELEVATION p * PHONE: (631) 234-2220 FAX: (631) 234-2221 E-MAIL: infb@,)ho1zmacher.com
o SHEET TITLE:
FILTER BUILDING STRUCTURAL DETAILS
SHEAR WALL SCHEDULE - 1 STORY WOOD HEADER SCHEDULEI DESIGNED BY: SALE:
SCALE: N.T.S. S1-216 SCALE: 3/4"=l'-0" S6-209 S.C. AS NOTED
o REVIEWED BY: J.R.H. DATE: May 4, 2018
A-4
j ALTERATION OF THIS LICENSED PROFESSSICUMENT EXCEPT IONAL IS ILLEGAL A PLAN SHEET BY: PDry PROJECT NO: FiShI 18-01
1.
GENERAL NOTES GENERAL NOTES CONTINUED REINFORCING STEEL
1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE FISHERS ISLAND UTILITY COMPANY AT 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM SPECIFICATION OF
AND 2017 UNIFORM SUPPLEMENT. 3 LEAST 48 HOURS PRIOR TO ANY WORK. DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT,ASTM A615,
STANDARD SPECIFICATION FOR EPDXY-COATED STEEL REINFORCING BARS, ASTM A775, STANDARD
2. THE STRUCTURE IS OF OCCUPANCY CLASSIFICATION GROUP U,(UTILITY AND MISCELLANEOUS)AND 26. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING UTILITY LINES IN THE AREA SPECIFICATION FOR FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING
IS CONSTRUCTION TYPE V. OF FOUNDATION WORK AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED UNDER BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL WIRE AND WELDED WIRE
GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR REINFORCEMENT,ASTM A884. DETAILING OF REINFORCEMENT,ASTM A615.DETAILING OF
3. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF THE 2015 INTERNATIONAL WILL REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING
BUILDING CODE. HIS WORK. MANUAL.
4. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN SECTION 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 PSI MINIMUM)AND
1609 AND THE EARTHQUAKE LOADS SPECIFIED IN SECTION 1613 OF THE 2015 INTERNATIONAL CONCRETE NOTES SHALL BE SUPPLIED IN FLAT SHEETS.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL
BUILDING CODE. MESH PANELS AT ENDS AND SIDES AND TIED SECURELY,UNLESS OTHERWISE NOTED.
1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED BELOW,UNLESS
5. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS: OTHERWISE NOTED 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SUPPORTED BY PRECAST
CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED FOR EARTH BEARING AT A MAXIMUM OF T-0"ON
A. FLOOR LIVE LOAD: 40 PSF
USAGE 28 DAY MAX CENTER IN EACH DIRECTION. DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4"TOP COVER TO
STRENGTH AGG REINFORCING UNLESS OTHERWISE NOTED.
B. ROOF LOADS: (psi) SIZE 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5-0"CENTERS MAXIMUM,FOR ALL SLABS
SNOW: A. SLAB ON GRADE 4000 S.C. 151 ABOVE GRADE.
OCCUPANCY CATEGORY III 3 B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1"
GROUND SNOW LOAD,Pg 20 PSF C. PIERS 4000 S.C. 1" 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI
EXPOSURE FACTOR,Ce 1.0
THERMAL FACTOR,Ct 1.0 D. RETAINING WALLS 4000 S.C. 1" PUBLICATION 315,LATEST EDITION.
IMPORTANCE FACTOR,Is 1.0 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY UNLESS OTHERWISE
FLAT ROOF SNOW LOAD,Pf 20.0 PSF NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE
2. CONCRETE NOTED IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE SPECIFICATIONS AS SC
C. WIND DESIGN DATA:
OR STONE CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATE,NORMAL WEIGHT COARSE NOTED.
WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE WITH ASCE 7, AGGREGATES CONFORMING TO ASTM C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS SEE SECTION 7.7,ACI318, FOR CONDITIONS
SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE C150.
NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS.
OCCUPANCY CATEGORY III 3 CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE SPECIFICATIONS AS LW
BASIC WIND SPEED(3-SECOND GUST) 130 MPH OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR SHALE COARSE AGGREGATE CONFORMING TO A. FORMED WALL 2"BACKFILL SIDE.3/4"FRONT SIDE
IMPORTANCE FACTOR, Iw 1.0 ASTM C330, NATURAL SAND AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150.. LW B. FOOTING 3"
EXPOSURE C CONCRETE SHALL NOT WEIGH LESS THAN 95 NOR MORE THAN 116 PCF. C. SLABS ON GRADE 3/4"TOP, 3"BOTTOM
INTERNAL PRESSURE COEFFICIENT 0.18 D. STRUCTURAL SLABS 3/4"
DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS(USE ZONE 4 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST.
GENERALLY;USE ZONE 5 WITHIN Y OF BUILDING WALL CORNERS). 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE DETAILS.
3 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT THE POINT OF
D. SEISMIC CATEGORY: B DISCHARGE AS FOLLOWS 9. WELDING OF REINFORCING BARS,ONLY WHEN PERMITTED BY THE STRUCTURAL ENGINEER, SHALL
CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD DI A-79;BARS SHALL CONFORM TO
6. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. SUPPORT OF ANY A. RAMPS AND SLOPING SURFACES - 3"MAXIMUM ASTM A706.ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL
CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING STRUCTURE IS THE B. FOUNDATION CONCRETE -3"TO 6" CONFORM TO ASTM A233,CLASS E90XX. SCHEDULED OR DETAILED REINFORCEMENT SHALL NOT BE
RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD C. ALL OTHER CONCRETE -3"TO 5" TACK WELD FOR ANY REASON.
OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR
EACH PARTICULAR LOAD. 5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION FOR DEFORMED STEEL
WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI.
7. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN ENGINEERING OF THE 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL STANDARD ASTM A615 GRADE 60 REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED
FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS CONSTRUCTION, SHALL BE THE CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULKHEADS. BAR ANCHORS UNLESS PERMITTED BY THE STRUCTURAL ENGINEER.
RESPONSIBILITY OF THE CONTRACTOR.ALL SUCH ENGINEERING SHALL BE PERFORMED BY A THE LOCATIONS OF THE CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. ENGINEER. ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6-W2.1 x 2.1 IN ALL TOPPING SLABS UNLESS
STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS OF CONSTRUCTION OTHERWISE NOTED.
8. THE METHODS,PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE JOINTS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR
GENERAL CONTRACTOR.THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REVIEW AND VERIFICATION 12. PROVIDE#4 AT 12"CENTERS MINIMUM,EACH WAY TOP, IN ALL HOUSEKEEPING PADS SUPPORTING
.
TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DRAWINGS OR NOT UNLESS OTHERWISE
CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 SACKS OF CEMENT PER NOTED.
DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, COLLAPSE, DISTORTION AND CUBIC YARD.NO FLY ASH SHALL BE USED IN ANY CONCRETE.ALL EXPOSED CONCRETE TO BE AIR
MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. ENTRAINED AIR CONTENT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT.
9. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS. REFER 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS,PIPE SLEEVES,
TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS FOR SLEEVES, ANCHOR BOLTS,ETC. AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS POURED;
CURBS, INSERTS,ETC.NOT HEREIN INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE THESE ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS
DIMENSION OR DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR
REINFORCEMENT,UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES OR OPENINGS IN REVIEW AND VERIFICATION.
STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND
VERIFICATION. 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON PLANS AND SHOP
10. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS,FLOOR ELEVATIONS, SLOPES AND THE DRAWINGS ARE REVIEWED AND VERIFIED.
LOCATION OF DEPRESSED FLOOR AREAS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO THE SAME DEPTH AS
11. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING WORK THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS OTHERWISE SHOWN.
AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK COMPLY 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 1/3
WITH THE SAME. THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER THAN THEIR DIAMETERS ON CENTER..
12. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE.
AND PRIOR TO ORDERING MATERIALS.
12. NO ALUMINUM SHALL BE CAST IN CONCRETE.
13. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. WORK SHALL NOT BEGIN
14. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL UNTIL CONTRACTOR RECEIVES APPROVED SHOP DRAWINGS.
SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE NEW
INSTALLING STRUCTURAL MEMBERS. YORK STATE BUILDING CODE, INCLUDING SUBMISSION OF CONCRETE TEST MIXES.
15. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS CHECKED AND
SUB-CONTRACTOR,ERECTOR,FABRICATOR,MATERIAL SUPPLIER,ETC. IN LIEU OF PREPARATION OF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.
SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT
AND OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPLIED,ARISING DUE TO ANY ERRORS
THAT MAY OCCUR HERE ON.
16. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. REFERRED TO IN THESE
GENERAL NOTES,ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS INCLUDE ALL 45'-0"
AMENDMENTS, SUPPLEMENTS AND ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS.
17. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR
ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS.
18. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS
INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT
OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE = 3 07-23-18 JRH RESPONSE TO TOWN OF SOUTHOLD COMMENTS
SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. 16" SQ. GRAVEL FILLED m U 2 07-12-18 JRH RESPONSE TO SCDHS COMMENTS
DRAINAGE VOID a 3"WIDE GRAVEL FILLED OS-30-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
19. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, NEW FILTER BUILDING AROUND PIPES (TYP.) DRAINAGE VOID
RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND She 1 05-30-18 JRH RESPONSE TO SCDHS COMMENTS
Z INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. p/TCy 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
�
20. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER _ = 04-25-18 JRH FOR SCDHS APPROVAL
CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED HEREIN,THE REQUIREMENTS OF THE S� m U m U
MORE STRINGENT ITEM SHALL GOVERN. i A/Ce a 1:511Q REV DATE CK DESCRIPTION
�, i N 12"THICK CONCRETE SLAB � REVISIONS
21. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS, ETC.)MAY BE USED IF SUCH o i SLAB _ W/#5 @ 12" O.C. EACH WAY - ~
SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE � i PITCH BOTTOM &6 x 6 -W1.4 x W1.4 SLAB o� W FISHERS ISLAND UTILITY COMPANY
IS GRANTED; HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY i W.W.M. TOP 161 Oriental Avenue Water Plant
N ZBUILDING PITCH
EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND i
° SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY i SLAB-ON-GRADE. m U m U a Fishers Island New York
w CHANGES WITHOUT NOTIFICATION. SEE DRAWING A-2 g g w
22. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE ?�- GN MANGANESE FILTERS BUILDING ADDITION
° INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS
N WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS
J.R. HOLZMACHER P.E. LLC
INDICATED.
23. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE PoGN co co a- a 'mc� 4 The Third Generation of Excellence
ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR l .
NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT ------- In Water Supply, Water Resources,
EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT pF ELy Civil and Environmental Engineering
OR ENGINEER. �' +
3" 17'-6" 3"
°
24. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF EQUIPMENT SLAB 3555 Veterans Memorial Highway, Srfite A, Ronkonkoma, NY 11779
OCCUPANCY, INSPECTION APPROVALS,ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING PHONE: (631) 234-2220 FAX (631) 234-2221 E-MAIL: info@holzmacher.com
JURISDICTION THEREOF, IF REQUIRED.
o SHEET TITLE:
FILTER E Q U I P I`VI E N T S LA B PLAN FILTER EQUIPMENT SLAB PLAN & STRUCTURAL NOTES
N66 DESIGNED BY: S.C. SCALE: AS NOTED
SCALE: 114"= V-0" REVIEWED BY: DATE:
s J.R.H. May 4, 2018 - 1
j ALTERATION
LICENSED PROFESSIIONAL IS ILLEGALENT EXCEPT A PLAN SHEET BY: PDC PROJECT NO: F1Shl 18-01
a
FUTURE SODA ASH CHEMICAL FUTURE SODIUM HYPOCHLORITE
TANK & METERING PUMP ON CHEMICAL TANK& METERING
SPILL PALLET PUMP ON SPILL PALLET 450 BEND
y' OD x .062 WALL PTFE
FUTURE LINEAR PHOSPHATE TUBE FROM TANK CHAMFER 90° BEND (FLANGED END)
CHEMICAL TANK& METERING
PUMP ON SPILL PALLET-7FUTURE SODIUM 16"x 16" BLOCK-OUT IN SLAB AT
HYPOCHLORITE FEED PIPE PENETRATION. FILL WITH 15"WIDE CONC. PIER STAINLESS STEEL SLOTTED PLATE WITH%2" SLOTS
// F PANEL ASSEMBLY GRAVEL FOR DRAINAGE (TYP.)
6"0 C.L.D.I. WATER BETWEEN BOLTED FLANGE (ANIMAL SCREEN)
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�
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GN SHALL BE OF THE SMOOTH-NOSED TYPE WITHOUT
EMERGENCY EYE INTERIOR OR EXTERIOR THREADS. SAMPLE TAP SHALL
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7 MAIN SCALE: 1/4"=V-0" REVISIONS
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t REVIEWED BY: DATE: I J.R.H. May 4, 2018
N ALTERATION OF THIS DOCUMENT EXCEPT BY A PLAN SHEET BY: PROJECT NO:
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a
EDGE OF SKID NOTES:
FACE OF FLANGE 1. DEMENSIONAL TOLERANCES: t11/4".
2. ON FRONT ELEVATION ALL VERTICAL DIMENSIONS ARE FROM THE BOTTOM OF SKID.
15'-6" 3* FILTER SKID 14"X 18" 4. OPERATING WT.SHIPPING35,000 LBS,12'000 LBS.
6" TW EFFLUENT 7'_11" TYP ELLIPTICAL 5. SKID CONSTRUCTION:A-36 W6 x 15# BEAM. PROPOSED FILTER BUILDING BY OTHERS
6. ALL PIPING IS SCH. 80 PVC.
3'-11 3/4" 4'-3 5/8" MANWAY 7. ALL GASKETS ARE EPR FULL FACE GARLOCK 98206.
8. 6"W x 1"D TRENCH IN GROUTING IS FOR DRAINAGE. TYPICAL ONE PLACE IN EACH BAY OF
EDGE OF SKID oo SKID. TRENCH LOCATIONS TO BE DETERMINED BY THE CONTRACTOR.
9. CONTRACTOR TIE-IN POINTS ARE 6" 150# ANSI FLANGED CONNECTIONS. CONTRACTOR SHALL
SUPPLY ALL HARDWARE AND GASKETS REQUIRED AT THESE TIE-IN POINTS. FLANGE BOLT PROPOSED OUT TO MAIN NEW CHEMICAL
1 HOLES STRADDLE HORIZONTAL & VERTICAL CENTERLINES. SUPPLY LINES
-.-- 10. FILTER SYSTEM SKID ANCHOR BOLTS, NUTS AND WASHERS ARE SUPPLIED BY THE
iv 0 0 0 0 = CONTRACTOR AND SHALL BE 304 STAINLESS STEEL. ANCHOR BOLTS SHALL BE 5/8"
pH/CL2 DIAMETER. ANCHOR EMBEDMENT INTO THE BASE MATERIAL SHALL BE 6".
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LF825Y IN BACKGROUND iv z 2. PROVIDE RPZ WITH 4" DRAIN OUT
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o ALTERATION OF THIS DOCUMENT EXCEPT BY A FTA SHEET BY: PROJECT NO:
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SINGLE LINE POWER DIAGRAM POLES POLES
1 CHURCH TIME CLOCK 15 20 2
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5 EXERSIZE CLOCK 15 20 6
FILTER BUILDING LIGHTING PLAN 7 CONTROL ROOM OUTLETS 20 20 ELECTRIC HEAT 8
SCALE: 1/4"=V-0" 9 LIGHTING 20 20 ATTIC LIGHTS 10
11 GENERAL OUTLETS 20 15 EMERGENCY LIGHTS 12
13 20 BLANK 14
FIRE DEPARTMENT RADIO
ELECTRICAL LEGEND 15 20 20 SIMA I CHEMICAL PUMPS 16
17 GAUGE 15 20 CHURCH CHEMICAL PUMPS 18
LIGHTING FIXTURE SCHEDULE SYMBOLS: 19 FIRE ALARM 20 20 SIMA II CHEMICAL PUMPS 20
FIXTURE TYPE OF MOUNTING TYPE OF # OF WATTAGE AND MANUFACTURER &
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LIGHTING FIXTURE. SEE LIGHTING FIXTURE SCHEDULE. LETTERS
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MITSUBISHI SPLIT TYPE MITSUBISHI SPLIT TYPE AND NUMBERS INSIDE INDICATE FIXTURE TYPE, SUBLETTER AIR HANDLER FAN 8
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HEAT PUMP INDOOR UNIT HEAT PUMP OUTDOOR a
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REVIEWED BY: DATE:J.R.H. May 4, 2018
N ALTERATION OF THIS DOCUMENT EXCEPT BY A PLAN SHEET BY: PROJECT NO:
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4. BACKWASH FLOW RATE: 400 GPM FOR (4) MINUTES. FLOW CONTROL VALVE BW = BACKWASH PLC= PROCESS LOGIC CONTROLLER
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1. GENERAL CONDITIONS 5. DISCONNECT SWITCHES 9. PULL BOXES, JUNCTION BOXES AND OUTLET BOXES
A. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF A. THE CONTRACTOR SHALL SUPPLY AND INSTALL DISCONNECT SWITCHES AS SHOWN A. PULL BOXES,.JUNCTION BOXES AND OUTLET BOXES SHALL BE MANUFACTURED
SYSTEMS AND WORK.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY ON THE PLANS,OR AS OTHERWISE REQUIRED BY CODE, WHETHER SHOWN ON PLANS FROM GALVANIZED INDUSTRY STANDARD GAUGE SHEET STEEL.
ELECTRICAL EQUIPMENT NECESSARY TO FULFILL APPLICABLE CODES, REGULATIONS, OR NOT.
BUILDING STANDARDS AND THE BEST PRACTICES OF THE TRADE FOR INSTALLATION B. PROVIDE PULL BOXES AND JUNCTION BOXES IN RACEWAYS TO ASSURE THAT CABLES
OF ELECTRICAL WORK. B. ALL SWITCHES SHALL BE HEAVY DUTY QUICK-MAKE QUICK-BREAK TYPE,RATED AS ARE NOT DAMAGED WHEN THEY ARE PULLED AND TO FULFILL MINIMUM CODE
REQUIRED. EACH SWITCH SHALL HAVE A SUFFICIENT NUMBER OF POLES TO REQUIREMENTS.
B. ALL ELECTRICAL WORK,MATERIALS AND EQUIPMENT SHALL CONFORM WITH THE INTERRUPT ALL UNGROUNDED CONDUCTORS. DISCONNECT SWITCHES SERVING
REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL CODE,UNDERWRITERS MOTOR LOAD SHALL BE HORSEPOWER RATED. C. PULL BOXES AND JUNCTION BOXES SHALL BE SIZED SO THAT THE MINIMUM BENDING
LABORATORIES,BOARD OF UNDERWRITERS,OSHA,NEMA,NFPA AND ALL RADIUS CRITERIA SPECIFIED FOR THE WIRES AND CABLE ARE MAINTAINED.
AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL PAY FOR AND OBTAIN C. FUSES SHALL BE INSTALLED IN ALL FUSED SWITCHES, SIZED AS INDICATED ON
ALL REQUIRED PERMITS AND CERTIFICATES OF REQUIRED ORDINANCES,AND PLANS. D. PROVIDE AND INSTALL ALL REQUIRED JUNCTION AND PULL BOXES REGARDLESS
DELIVER THEM TO THE OWNER'S REPRESENTATIVE. WHETHER INDICATED ON DRAWINGS OR NOT.
D. UNLESS OTHERWISE NOTED,INDOOR SWITCHES SHALL BE PROVIDED WITH NEMA 1
C. THE CONTRACTOR SHALL VISIT AND EXAMINE CAREFULLY THE AREAS AFFECTED BY ENCLOSURES,OUTDOOR SWITCHES WITH NEMA 3R ENCLOSURES. 10. GROUNDING
THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH
DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE WORK. THE CONTRACTOR 6. RACEWAYS
A. ALL ELECTRICAL SYSTEMS SHALL BE GROUNDED AND BONDED AS REQUIRED BY THE
SHALL PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL. SUBMITTING A NATIONAL ELECTRICAL CODE, THE LOCAL UTILITY COMPANY AND ALL OTHER
PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS A. WHERE CONDUIT IS USED,%4" MINIMUM CONDUIT SHALL BE PROVIDED. LOCAL AUTHORITIES HAVING JURISDICTION. PERMANENTLY AND EFFECTIVELY
BEEN MADE AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, GROUND ALL METALLIC CONDUITS, SUPPORTS,CABINETS, PANELBOARDS AND
EQUIPMENT,OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED
WHICH COULD HAVE BEEN FORESEEN AND SUCH AN EXAMINATION BEEN MADE. B. ALL CONDUITS TO BE SUPPORTED BY STANDOFFS. CONNECTION TO CEILING SYSTEM GROUNDING NEUTRAL.
SUPPORTS SHALL NOT BE PERMITTED. ALL CONDUIT SHALL BE RUN CONCEALED. B. A SEPARATE GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FLEXIBLE AND
D. UPON REVIEW OF THE DRAWINGS PRIOR TO SUBMITTING HIS PROPOSAL,THE ELECTRICAL CONTRACTOR SHALL INFORM THE ARCHITECT AND/OR ENGINEER OF C. EMPTY CONDUIT FOR PROPOSED TELEPHONE OUTLETS IN PARTITIONS SHALL BE a" NONMETALLI C CONDUITS AND WIRING SIZED IN ACCORDANCE WITH THE EQUIPMENT
GROUNDING CONDUCTOR TABLE OF THE NATIONAL ELECTRICAL CODE.
ANY DISCREPANCIES WITHIN THE DRAWINGS AND REQUEST CLARIFICATION THIN WALL RUN CONCEALED IN WALLS,TERMINATED AND BUSHED 6" IN ACCESSIBLE
CONCERNING THE DISCREPANCIES. LATER CLAIMS WILL NOT BE RECOGNIZED FOR HUNG CEILING AND DIRECTED TOWARDS TELEPHONE CLOSET. ALL EMPTY CONDUIT
SHALL BE FURNISHED WITH A DRAG LINE.OWNER SHALL DESIGNATE PROPOSED C. GROUND CLAMPS SHALL BE LISTED SPECIFICALLY FOR GROUNDING. WHERE
EXTRA LABOR,EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE LOCATIONS FOR TELEPHONE JACKS PRIOR TO CLOSING OF WALLS.CONTRACTOR GROUNDING CONDUCTOR IS ENCLOSED IN CONDUIT,GROUND CLAMP SHALL GROUND
FOLLOWED.
SHALL PROVIDE BLANK COVER PLATES ON WALL BOXES. BOTH CONDUCTOR AND CONDUIT.
E. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS INSTALLATION.THE CONTRACTOR SHALL D. ALL CONDUITS INSTALLED OUTDOORS SHALL BE RIGID GALVANIZED WITH
ARRANGE ALL PARTS OF THIS WORK AND EQUIPMENT IN PROPER RELATION TO THE THREADED CONNECTIONS. ALL CONDUITS INSTALLED UNDERGROUND OR IN 13. LIGHTING FIXTURES
WORK AND EQUIPMENT OF OTHERS. CONCRETE SLABS SHALL BE RIGID PVC WITH A SEPARATE GROUNDING CONDUCTOR
AND CONCRETE ENCASEMENT WHERE REQUIRED.
F. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT, OUTLET A. ALL FIXTURES,LAMPS,AND BALLASTS ARE FURNISHED AND INSTALLED BY THE
BOXES, POKE-THRU SERVICE,FITTINGS REQUIRED TO FACILITATE THE INSTALLATION E. WHEREVER CONDUITS PASS THROUGH FLOORS OR FIRE RATED PARTITIONS, SLEEVES ELECTRICAL CONTRACTOR.
OF COMMUNICATION WIRING AND DEVICES. SHALL BE INSTALLED. SLEEVES SHALL BE GROUTED IN PLACE IN THE SUPPORTING
WALL OR FLOOR.THE SPACE BETWEEN THE SLEEVE AND CONDUIT SHALL BE PACKED B. ALL LIGHT FIXTURE MOUNTING HARDWARE SHALL MATCH AND BE COORDINATED
G. THE DRAWINGS INDICATE THE SIZE AND GENERAL LOCATION OF WORK. SCALED WITH AN APPROVED,NONCOMBUSTIBLE,FIRE STOPPING MATERIAL.ALL NEW HOLES WITH THE INSTALLED CEILING SYSTEM TYPE.
DIMENSIONS SHALL NOT BE USED. VERIFY SCALE WITH ARCHITECTURAL DRAWINGS. SHALL BE CORE DRILLED.NO CHOPPING SHALL BE PERMITTED,EXCEPT AS APPROVED
THE EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES, SWITCHES, BY THE PROJECT MANAGER. C. SEE LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.
RECEPTACLES, ETC. SHALL BE DETERMINED FORM THE ARCHITECTS DRAWINGS.
F. CONDUIT MAY NOT BE RUN IN CONCRETE SLABS OR STRUCTURAL WALLS WITHOUT 14. MECHANICAL EQUIPMENT
2. SCOPE OF WORK THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER.
G. FLEXIBLE CONDUIT SHALL BE USED TO MAKE FINAL CONNECTIONS TO MOTORS, A. ALL CONTROL WIRING ASSOCIATED WITH MECHANICAL EQUIPMENT IS THE
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR, TOOLS, SUPERVISION,ETC. TRANSFORMERS,RECESSED LIGHTING FIXTURES, EXPANSION JOINTS OR WHERE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR UNLESS NOTED OTHERWISE.
REQUIRED TO INSTALL COMPLETE OPERATIONAL ELECTRICAL SYSTEMS AS DESCRIBED IN INSTALLATION OF RIGID CONDUIT IS IMPRACTICAL. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING
THESE PLANS AND SPECIFICATIONS. SUCH INSTALLATIONS SHALL INCLUDE,BUT ARE NOT ALL LINE VOLTAGE POWER,CONDUIT,AND OUTLET BOXES RELATED TO HVAC
SPECIFICALLY LIMITED TO THE FOLLOWING: H. WIRING SHALL BE RUN CONCEALED IN WALLS, ABOVE CEILING OR BELOW FLOOR CONTROLS. COORDINATE ALL WORK WITH THE MECHANICAL CONTRACTOR.
WHERE POSSIBLE.INSTALL CONDUIT PARALLEL TO BUILDING LINES. CLEAR ALL
A. INSTALLATION OF LIGHT FIXTURES AND LAMPS. OPENING,PIPES,DUCTS, STRUCTURAL COMPONENTS,ETC. B. COORDINATE WITH MECHANICAL AND PLUMBING CONTRACTORS FOR THE
ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT TO BE INSTALLED. DO
B. INSTALLATION OF WALL SWATCHES,RECEPTACLES,ETC. I. INSTALL CONDUIT CONTINUOUS BETWEEN BOXES AND CABINETS WITH NO MORE NOT RUN CONDUIT AND CONDUCTORS PRIOR TO THE CONFIRMATION OF THE
THAN FOUR 90 DEGREE BENDS. SECURELY FASTEN IN PLACE WITH STRAPS,HANGERS, EQUIPMENT REQUIREMENTS.
C. INSTALLATION OF RACEWAY AND CIRCUIT WIRING. AND STEEL SUPPORTS AS REQUIRED.
D. CUTTING, CHANNELING,CORING AND CHASING REQUIRED TO ACCOMMODATE THE 15. SHOP DRAWINGS
J. DO NOT SUPPORT CONDUIT FROM SUSPENDED CEILING GRID OR SUSPENSION WIRES.
INSTALLATION OF ELECTRICAL WORK AND ROUGH PATCHING. REAM AND THOROUGHLY CLEAN CONDUIT ENDS BEFORE INSTALLATION. OPENING A. SUBMIT TO THE ARCHITECT FIVE(5)SETS OF SHOP DRAWINGS FOR THE FOLLOWING:
SHALL BE PLUGGED OR COVERED TO KEEP CONDUIT CLEAN.
E. INSTALLATION OF ELECTRICAL DISTRIBUTION EQUIPMENT.
Al. OVERCURRENT PROTECTIVE DEVICES
K. RACEWAY ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA"
F. INSTALLATION OF HVAC POWER WIRING AND FINAL CONNECTIONS TO HVAC STANDARDS TO MAINTAIN ROOFING WARRANTY. DO NOT PENETRATE ROOF IN A
A2. PANELBCARDS
EQUIPMENT. MANNER WHICH WOULD VOID OR OTHERWISE LIMIT ROOFING WARRANTY.
G. INSTALLATION OF CONDUIT,JUNCTION BOXES,PULL BOXES,ETC.REQUIRED FOR THE A3. LIGHTING FIXTURES AND LAMPS
AFOREMENTIONED EQUIPMENT. 7. WIRE AND CABLE A4. WIRING DEVICES INCLUDING SWITCHES AND RECEPTACLES
3. PANEL BOARDS A. FOR CONCEALED BRANCH CIRCUIT WIRING,TYPE MC FLEXIBLE METAL CONDUIT A5. FIRE ALARM EQUIPMENT
SHALL BE USED WHERE PERMITTED BY CODE.TYPE AC FLEXIBLE METAL CONDUIT
A. PANEL CABINETS SHALL BE MADE OF CODE GAUGE GALVANIZED STEEL.CABINETS AND ROMEX MAY NOT BE USED.
SHALL BE OF SUFFICIENT SIZE TO ALLOW A GUTTER AT LEAST 5%4" IN WIDTH
ENTIRELY SURROUNDING EACH SECTION OF BOARD. INCREASE SIZE TO B. ALL CONDUCTORS SHALL BE SOFT ANNEALED 98%PURE INSULATED COPPER.ALL 17. JOB COMPLETION
ACCOMMODATE FEEDER SIZE. CONDUCTORS SHALL HAVE 600 VOLT RATED INSULATION AND RATED 90 DEGREE
B. PROVIDE CODE GAUGE STEEL DOORS AND TRIMS FOR ALL PANEL BOARDS &BOXES. CELSIUS UNLESS OTHERWISE NOTED. A. AT THE COMPLETION OF THE JOB,THE CONTRACTOR SHALL THOROUGHLY CLEAN
DOORS SHALL BE HINGED DOOR IN DOOR CONSTRUCTION. C. CONDUCTORS 98 AWG AND LARGER SHALL BE STRANDED,410 AND SMALLER SHALL ALL WORK AREA,RESTORING ANY DAMAGED OR DEFACED SURFACES OF FIXTURES
BE SOLID. OR EQUIPMENT TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL REMOVE
C. PROVIDE COMMON LOCKS AND KEYS FOR ALL PANELS. ALL TEMPORARY SYSTEMS UNLESS THE OWNER SPECIFICALLY REQUESTS THAT THEY
D. THE MINIMUM WIRE SIZE FOR BRANCH CIRCUITS SHALL BE#12 AWG. LAYOUT OF BE LEFT IN PLACE.
D. ALL BUS BARS SHALL BE COPPER. PANEL BUS BARS SHALL BE PROPORTIONED FOR A BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS SHALL BE FOR
CURRENT DENSITY OF 1000 AMPERES PER SQUARE INCH OF CROSS SECTIONAL AREA. MAXIMUM ECONOMY AND EFFICIENCY. B. THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY TEST ALL NEW ELECTRICAL
SYSTEEMSMS,,INCLUDING THOSE INSTALLED BY OTHERS AND WIRED BY ELECTRICAL
E. A TYPEWRITTEN DIRECTORY OF CIRCUITS SHALL BE INSTALLED INSIDE OF EACH E. RECESSED LIGHTING FIXTURES IN HUNG CEILINGS SHALL BE SUPPLIED WITH TYPE MC CONTRACTOR.CORRECT ALL FAULTY CONDITIONS AT NO EXTRA COST.ALL PANELS
PANEL BOARD DOOR.THE LIST SHALL INCLUDE AS-BUILT CONDITIONS INCLUDING CABLE IN LENGTHS NOT TO EXCEED 6 FEET FROM ADJACENT JUNCTION BOXES. SHALL BE BALANCED SO THAT THERE IS NO MORE THAN 10%DIFFERENCE IN PHASE
ALL TYPE OF DEVICES SERVED BY EACH CIRCUIT.EACH PANEL SHALL BE
CURRENTS UNDER NORMAL OPERATING CONDITIONS.MODIFY PANEL SCHEDULES AS
EXTERNALLY TAGGED WITH PERMANENT PHENOLIC PLATE INDICATING PANEL F. FACTORY COLOR CODING SHALL CONFORM TO THE BUILDING STANDARD OR AS REQUIRED.
IDENTIFICATION AND VOLTAGE. REQUIRED BY THE UTILITY COMPANY. C. THE CONTRACTOR SHALL DEMONSTRATE TO THE OWNER THAT ALL ELECTRICAL
F. PHASE LEGS OF PANELS SHALL BE BALANCED.ANY PANEL FOUND WITH G. TAG ALL FEEDERS IN ALL PULL BOXES AND IN ALL GUTTER SPACE AND WIREWAYS DEVICES AND SYSTEMS ARE FULLY FUNCTIONAL, AND SHALL GIVE INSTRUCTIONS IN
UNBALANCED LOADS SHALL HAVE ITS CIRCUITS REARRANGED AS REQUIRED TO THROUGH WHICH THEY PASS. THEIR OPERATION AS REQUESTED.
BALANCE PHASE LEGS. D. THE CONTRACTOR SHALL OBTAIN,AND GIVE TO THE OWNER,AN UNDERWRITER'S
H. MAKE SPLICES IN FEEDER TAPS IN PANEL BOX GUTTERS WITH PRESSURE TYPE CERTIFICATE,COVERING ALL NEW ELECTRICAL EQUIPMENT. THE CONTRACTOR
G. PANELS SHALL BE BY GE, SQUARE "D",ITE OR WESTINGHOUSE. CONNECTORS. SHALL CORRECT ANY DEFICIENCIES NOTED BY THE INSPECTOR,AT NO EXTRA COST,
H. THE SHORT CIRCUIT RATING OF A PANEL SHALL APPLY TO ALL BRANCH DEVICES. I. SPLICES IN CIRCUITS SHALL BE TWISTED AND MADE MECHANICALLY TIGHT. SECURE UNTIL SUCH CERTIFICATE IS RECEIVED.
SERIES CONNECTED SHORT CIRCUIT RATING OF BRANCH DEVICES WILL NOT BE WITH SCOTCH LOCK OR PIGTAIL CONNECTORS. CRIMP TYPE CONNECTORS SHALL NOT 3 07-23-18 JRH RESPONSE TO TOWN OF SOUTHOLD COMMENTS
BE USED. E. ALL WORK SHALL BE GUARANTEED TO BE FULLY OPERATIONAL AND FREE OF
ACCEPTED. DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. 2 07-12-18 JRH RESPONSE TO SCDHS COMMENTS
0 05-30-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
4. CIRCUIT BREAKERS AND FUSES
8. WIRING DEVICES 18. SUBSTITUTIONS 1 05-30-18 JRH RESPONSE TO SCDHS COMMENTS
a- A. CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. CIRCUIT BREAKERS SHALL BE OF THE 05-09-18 JRH FOR TOWN OF SOUTHOLD APPROVAL
SAME MANUFACTURER AND BE COMPATIBLE WITH THE PANEL BOARD. A. WIRING DEVICES SHALL BE OF THE SPECIFICATION GRADE UNLESS OTHERWISE A. THE CONTRACTOR IS REQUIRED TO BID ON THIS PROJECT WITH THE UNDERSTANDING 04-25-18 JRH FOR SCDHS APPROVAL
SPECIFIED. ALL DEVICES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE NOTED. THAT ALL EQUIPMENT WILL BE PROVIDED AS SPECIFIED.
B. CIRCUIT BREAKERS SHALL BE QUICK-MAKE,QUICK-BREAK COMPENSATED FOR SWITCHES SHALL BE MANUFACTURED BY LEVITON OR APPROVED EQUAL. REV DATE CK DESCRIPTION
w AMBIENT TEMPERATURES AND SHALL HAVE A MINIMUM SHORT CIRCUIT RATING OF B. ANY SUBSTITUTIONS FROM THE SPECIFIED ITEMS MUST BE INCLUDED WITH A COST
w 10,000 AMPERE'S SYMMETRICAL OR HIGHER WHERE NOTED ON PANEL SCHEDULE. B. SINGLE POLE SWITCHES SHALL BE 277 VOLTS, RATED AT 20 AMPERES, QUIET INDICATING THE SAVINGS OVER THE SPECIFIED ITEMS THAT THE OWNER WILL REVISIONS
OPERATION TYPE,COLOR OF SWITCH AND DEVICE PLATE AS DIRECTED BY REALIZE. FISHERS ISLAND UTILITY COMPANY
C. CIRCUIT BREAKERS SHALL BE OF THE "THERMAL-MAGNETIC" TYPE HAVING ARCHITECT.
L) BIMETALLIC ELEMENT FOR TIME DELAY OVER LOAD PROTECTION AND MAGNETIC C. THIS PROVISI ON IS REQUIRED FOR ALL SPECIFIED ITEMS INCLUDING BUT NOT 161 Oriental Avenue Water Plant
ELEMENT FOR SHORT CIRCUIT PROTECTION. C. THREE WAY SWITCHES SHALL BE 277 VOLT 20 AMPERES. LIMITED TO SUBSTITUTED "EQUALS",LIGHTING FIXTURES,PANELS AND FIRE ALARM Fishers Island New York
EQUIPMENT.
D. ALL CIRCUIT BREAKERS FEEDING HVAC EQUIPMENT SHALL BE HACR RATED. D. SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT FLAT AGAINST
WALL. FINISH AS DIRECTED BY ARCHITECT. MANGANESE FILTERS BUILDING ADDITION
E. ALL CIRCUIT BREAKERS FEEDING LIGHTING BRANCH CIRCUITS SHALL BE APPROVED FOR THAT USE AND MARKED "SWD". E. ALL SWITCH AND RECEPTACLE MOUNTING HEIGHTS AND LOCATIONS SHALL BE J.R. HOLZMACHER P.E•, LLC
a TAKEN FROM ARCHITECTS DRAWINGS UNLESS OTHERWISE NOTED.F. FUSES SHALL BE CURRENT LIMITING DUAL ELEMENT TYPE WITH A MINIMUM
INTERRUPTING CAPACITY OF 200,000 RMS AMPERES AND OF THE CONTINUOUS F. MULTIPLE DEVICES AT A COMMON LOCATION SHALL BE INSTALLED IN A COMMON The Third Generation of Excellence
CURRENT RATINGS AS SHOWN ON THE DRAWINGS. MULTIGANG DEVICE PLATE.
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G. FUSES SHALL HAVE AVERAGE MELTING TIME-CURRENTCHARACTERISTICS TO MEET G. STANDARD DUPLEX RECEPTACLES SHALL BE NEMA 5-20 R BACK AND SIDE WIRED. Civil and Environmental Engineering
N THE UNDERWRITERS'LABORATORIES' REQUIREMENTS FOR"CLASS RK-5" 0-600 OTHER DEVICES SHALL BE AS INDICATED ON THE DRAWINGS. N
AMPERE FUSES.
* 3555 Veterans Memorial Highway, Suite A, Ronkonkoma, NY 11779
H. CIRCUIT BREAKERS AND FUSES SHALL BE SIZED IN ACCORDANCE WITH THE
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REQUIREMENTS OF THE EQUIPMENT BEING SERVED. VERIFY EQUIPMENT PHONE: (631) 234-2220 FAX: (631) 234-2221 E-MAIL: info@holzmacher.com
REQUIREMENTS AS NECESSARY PRIOR TO INSTALLATION OF BRANCH CIRCUIT SHEET TITLE:
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OVERCURRENT PROTECTION. c ELECTRICAL SPECIFICATIONS DESIGNED BY: SCALE:
S.C. AS NOTED
U_ I. COORDINATE WITH ALL CONTRACTORS FOR THE ELECTRICAL REQUIREMENTS OF ALL REVIEWED BY: J.R.H. DATE: May 4, 2018 E-4
0 EQUIPMENT TO BE INSTALLED. DO NOT RUN CONDUIT AND CONDUCTORS PRIOR TO
N ALTERATION OF THIS DOCUMENT EXCEPT BY A PLAN SHEET BY: PROJECT NO:
N THE CONFIRMATION OF THE EQUIPMENT REQUIREMENTS. LICENSED PROFESSIONAL IS ILLEGAL PDC FishI 18-01
a