Transcript
Page 1: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

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10 Main Street – Suite 321

New Paltz, NY 12561 T 845.255.0210 F 845.256.8110 www.willinghamengineering.com

December 21, 2017

Grant & Lyons John Lyons 149 Wurtemburg Road Rhinebeck, NY 12572 Re: Thompson Education Center - Proposed Building SBL: 65-1-11.59 Renner Road (TR-14) Town of Fallsburg, Sullivan County, NY

Building Permit/Building Plans Review Dear Mr. Lyons:

As you know, our client, the Basha Kill Area Association (“BKAA”), has significant concerns regarding the massive alleged single family structure proposed on Renner Road in the Town of Fallsburg. We have reviewed that structure’s Building Permit Application, which included an 81 sheet set of Building Plans (dated last revised September 20, 2017), for the 9,000 square foot single family home. Per our review of the permit and plans, the proposed structure in no way resembles a single family home. The following details the numerous inconsistencies and issues found throughout the building permit application. Building Construction

Building construction is consistent with a commercial or institutional structure. The

structure consists of a steel superstructure supporting concrete panel flooring. Floor to ceiling glass exterior is proposed in the southern portion of the building with prefabricated concrete panels for the remainder of the siding (See elevation view - Sheet A-201). A flat roof is proposed. Metal stud partitions will form interior walls and a drop gypsum board ceiling is proposed throughout. This type of building construction is exceptionally rare for single family residential structures, but very common in commercial construction.

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Floor Plan and Site Layout In keeping with the proposed building construction discussed above, the floor plan and site

layout is typical for an office or institutional use, and very uncommon for a single family residence. Referring to Floor Plan drawings A-102 and A-103, the southern portion of the building floor plan is very similar on the first and second floor. There is a center corridor that is separated by “habitable space” on either side. Each habitable space has several rooms with a separate kitchen and bathroom. Four (4) kitchens, each with a dedicated refrigerator, sink, and dishwasher are proposed, one for each separate “habitable space”. A “janitor’s closet” is located along the central corridor on the first floor. The first floor contains a “data room” for “IT” equipment. Despite the claim that this is a very large 9 bedroom house, there is no master bedroom or master bathroom suite. All bedrooms are similar in size. The “house” has a fully compliant handicap ramp on the north entrance, which is not a requirement.

A single family home with this type of layout and construction is extremely rare and defies common logic. Alternatively, usage of the building as an office or institutional use would be commonplace and logical. Code Compliance & References

As an alleged “single family residence”, the building is required to meet the International

Residential Code (“IRC”). Commercial buildings (e.g. larger residential (e.g. multifamily), office, institutional, etc.) are mandated to meet the International Building Code, International Plumbing Code and International Mechanical Code. Although the significantly less restrictive IRC was required, the Building Plans almost exclusively comply with the commercial building codes (IBC, IPC, IMC). The following lists many instances where the Building Plans demonstrate a proposed commercial building:

Title Sheet T-100 1. Building Department Notes 3 and note on the bottom identified with two asterisks

indicate required conformance with the International Building Code, which a single family residence is not required to meet.

2. Under Project Information, the “Proposed Building Classification” is listed as “R-3 (Single-Family Residence)”. This is identified as one of the superficial references to a single family home. Per Building Code, R-3 is not a single family residence, rather either a Congregate Living Facility, Boarding House or an owner occupied Lodging House.

3. Building Department Note 6 indicates the “entire building to be fully sprinklered as per 2015 IBC 903.2.8.” Again, a single family residence isn’t required to meet the IBC. Section 903.2.8 refers directly to an R-3 classified building, which is not a single family residence. Single family residences are not required to be sprinklered unless they are three stories or more. Despite being two stories, the building is fully sprinklered as discussed below.

4. Fire Resistance Ratings Note 1 indicates that the contractor is “responsible for ensuring Table 601 of the 2015 International Building Code is enforced for construction”. Table

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601 is only used for commercial construction and not required for a single family residence.

5. Under Energy Code Compliance, there is a rare reference to a residential code - the residential energy code (Table R401.1.2). However, the mechanical drawings show that building was designed in conformance with the commercial energy code (further discussed below).

6. Under 2008 Smoke/Carbon Monoxide Detector Notes, there are repeat references to the IBC instead of the IRC, including Notes 1, 2, and 4.

Sheet A-102

7. Both exterior stairways include railings that meet ANSI A117.1. A fully compliant handicap ramp is included at the north entrance. Both of these are necessary for commercial buildings, but not for single family residences.

Sheets A-102 & A-103 8. Exhaust fans for the kitchens are identified to meet Table 403.3.1.1 of the International

Mechanical Code. Residential requirements for exhaust fans are in the International Residential Code. Also, the legend includes combination smoke and carbon monoxide detectors to comply with the commercial code (IBC).

Sheet S-101 9. The Loading Schedule indicates a Live Load of 100 psf (pounds per square foot). This

would meet IBC Table 1607.1 #25, Public Rooms. Residential Live Load is 40 psf. The structure is significantly overdesigned for a residential use, which certainly results in larger structural components and additional construction cost.

Sheet SP-101 10. The Sprinkler Design Criteria oddly indicates that the Building is classified as “E”

occupancy group, which is Educational. The uses listed in the table include “office areas, toilet rooms, lobby areas” and “storage rooms, mechanical & electrical equipment spaces”. Note that bedrooms or other residential uses are not listed. A two story residential house, as this is claimed, is not obliged to be sprinklered. However, the building is fully sprinklered in accordance with the commercial building code.

Sheets EN-101 & EN102 11. Per the International Energy Conservation Code, a single family residence is compelled

to use the computer software “REScheck” to verify compliance. Instead, the commercial version of the program, “COMcheck” was used. Sheets EN-101 and EN102

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BUILDING DEPARTMENT NOTES

BUILDING DEPARTMENT NOTES

1. THE SCOPE OF WORK IS THE CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE.

2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND CONDITIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ARCHITECT IN WRITING PRIOR TO BIDDING FOR CLARIFICATION.

3. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REGULATIONS OF THE TOWN OF FALLSBURG ZONING CODE, 2015 IBC, THE NATIONAL ELECTRICAL CODE NATIONAL BOARD OF FIRE UNDERWRITERS, THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT, AND WITH ALL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT.

4. BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS AND OBTAIN ALL REQUIREO PERMITS.

5. ALL MEANS OF INGRESS AND EGRESS SHALL REMAIN CLEAR AND UNOBSTRUCTED DURING THE CONSTRUCTION PROCESS

6. ENTIRE BUILDING TO BE FULLY SPRINKLERED AS PER 2015 IBC 903.2.8.

"ALL PROPOSED WORK CONFORMS TO 2015 INTERNATIONAL BUILDING CODE AND TOWN OF FALLSBURG ZONING CODE.

FIRE RESISTANCE RA TINGS

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING TABLE 601 OF THE 2015 INTERNATIONAL BUILDING CODE IS ENFORCED FOR CONSTRUCTION TYPE II-A.

THE LISTOF FIRE RESISTANCE RATINGS BELOW IS NOT ALL INCLUSIVE OF ALL REQUIREMENTS IN THE CODE. REFER TO THE ABOVE MENTIONED TABLE FOR THE COMPLETE REQUIREMENTS.

INTERIOR BEARING WALLS AND BEARING PARTITIONS: 1 HR ENCLOSURE OF VERTICAL EXITS, EXIT PASSAGEWAYS, HOISTWAYS, AND SHAFTS: 2 HR. STRUCTURAL MEMBERS SUPPORTING A WALL: 1 HR FLOOR CONSTRUCTION INCLUDING BEAMS: 1 HR

ENERGY CODE COMPLIANCE

2015 INTERNATIONAL ENERGY CODE COMPLIANCE

R-VALUES PER TABLE R402.1.2, CLIMATE ZONE 6

OPAQUE ASSEMBLIES: CEILING: R-49 STEEL STUD FRAMED WALLS: R-15 CONTINUOUS+ R-12.3 CAVITY MASS WALL: R-15 CONTINUOUS +R-20 CAVITY FLOOR: R-30 BASEMENT WALL: R-15 CONTINUOUS +R-19 CAVITY SLAB & DEPTH: R-10, 4'-0' CRAWL SPACE WALL R-15 CONTINUOUS +R-19 CAVITY

GLAZING ASSEMBLIES: FENESTRATION LI-FACTOR: 0.32 SKYLIGHT LI-FACTOR: 0.55 GLAZING SHGC: NR

2008 SMOKE/CARBON MONOXIDE DETECTOR NOTES

1 SMOKE I CARBON MONOXIDE DEVICES SHALL BE INSTALLED IN ORDINANCE WITH THE 2015 IBC SECTION 907.2.11 AND NFPA 72.

2. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS MAY BE COMBINED PROVIDED THESE DEVICES COMPLY WITH THE PROVISIONS OF 2015 IBC SECTION 915.4.3.

3. EACH SMOKE I CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE REFERENCE STANDARD UL 2034, UL 2075. AND UL 217

4. EACH SMOKE I CARBON MONOXIDE DETECTOR SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING ROOM IN THE IMMEDIATE VICINITY OR WITHIN 15'-0' OF THE ENTRANCE TO A SLEEPING ROOM: INSIDE EACH SLEEPING ROOM; AND ON EACH STORY WITHIN A DWELLING UNIT, INCLUDING BELOW GRADE STORIES AND PENTHOUSES PER 2015 IBC SECTION 907.2.11

5. EACH SMOKE I CARBON MONOXIDE DETECTOR SHALL BE OF A TYPE THAT ALLOWS FOR READILY TESTING OF SUCH DEVICE.

6. DUPLEX UNITS SHALL HAVE A DEVICE LOCATED ON EACH LEVEL IF ONLY ONE MEANS OF EGRESS IS PROVIDED FROM EACH LEVEL

7. CEILING MOUNTED DEVICES SHALL BE A MINIMUM DISTANCE OF 4' FROM ANY WALL.

8. WALL MOUNTED DEVICES SHALL BE A MINIMUM OF 4' TO A MAXIMUM OF 12' FROM THE CEILING.

9. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE SMOKE I CARBON MONOXIDE DETECTOR DEVICE RECEIVING PRIMARY POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT AS PER 2015 IBC SECTION 915.4.1 AND 907.2.11.6

10. SUCH SMOKE I CARBON MONOXIDE DETECTOR MUST BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC DETECTOR TYPE ..

11. A "CERTIFICATE OF SATISFACTORY INSTALLATION FOR SMOKE /CARBON MONOXIDE DETECTORS' MUST BE FILED WITH THE DIVISION OF CODE ENFORCEMENT, 10 DAYS AFTER INSTALLATION.

12. WRITIEN INFORMATION OF TESTING AND MAINTENANCE OF THE DEVICES SHALL BE PROVIDED TO THE DWELLING UNIT OWNER.

. ~ . --'-- ~-- __ _J__~-"-&S·----------

PRIVATE RESIDENCE TOWN OF FALLSBURG

Sullivan County, New York

PROJECT INFORMATION

ADDRESS:

SECTION:

BLOCK:

LOT NUMBER:

ZONE:

LOT AREA:

PROPOSED BUILDING:

PROPOSED BUILDING CLASSIFICATION·

PROPOSED USE TYPE:

USE AND BULK REQUIREMENTS:

MAXIMUM HEIGHT: MAXIMUM LOT COVERAGE: MINIMUM FLOOR AREA MAXIMUM FLOOR COUNT:

AREA CALCULATIONS

SITE AREA= PROPOSED NEW FIRST FLOOR= PROPOSED NEW SECOND FLOOR=

Renner Rd TR 14

65

11.59

REC-1

4.9ACRES

9,328 SF

R-3 (SINGLE-FAMILY RESIDENCE)

P (PERMITIED USE)

REQUIRED (per zoning code Schedule 1) 35'-0" 10% 1,200 SF 2-112

4.9 ACRES (213,444 SQ.FT.) 6,186 SQ.FT. 3,141 SQ.FT.

LOT COVERAGE= (6,186) I (213,444) = 0.0289 = 2.9% FLOOR AREA= (6186) + (3141) = 9328 SQ.FT.

CONTROL INSPECTIONS

-STRUCTURAL STEEL· WELDING .STRUCTURAL STEEL· ERECTION & BOLTING -STRUCTURAL COLD-FORMED STEEL -MASONRY -SOILS · SITE PREPARATION .SPRAYED FIRE-RESISTANT MATERIALS -STRUCTURAL SAFETY· STRUCTURAL STABILITY -EXCAVATION· SHEETING, SHORING, AND BRACING -FIRESTOP, DRAFTSTOP, AND FIREBLOCK SYSTEMS -CONCRETE TEST CYLINDERS -CONCRETE DESIGN MIX -FOOTING AND FOUNDATION -FIRE-RESISTANCE RATED CONSTRUCTION -FINAL INSPECTION -INSULATION PLACEMENT AND R-VALUES -FENESTRATION THERMAL VALUES AND RATINGS -FENESTRATION RATINGS FOR AIR LEAKAGE -FENESTRATION AREAS -AIR SEALING AND INSULATION· VISUAL -LIGHTING IN DWELLING UNITS -INTERIOR LIGHTING POWER -LIGHTING CONTROLS -EXIT SIGNS -MAINTENANCE INFORMATION

ZONING / VICINITY MAP

PROVIDED 24'-6' 2.9% 9,328 SF 2

DRAWING LIST

T-100.00

C-100.00 C-101.00

A-001.00

A-101.00 A· 102.00 A-103.00 A-104.00

A-111.00 A-112.00 A-113.00

A-121.00 A-122.00 A-123.00

A-131.00 A-132.00

A-201.00 A-202.00 A-203.00 A-204.00 A-205.00 A-206.00

A-300.00

A-500.00

S-001.00 S-002.00 F-100.00 F-200.00 S-101.00 S-102.00 S-103.00 S-400.00 S-401.00

PROJECT INFORMATION, NOTES AND DRAWING LIST

SITE PLAN SITE DETAILS

BUILDING SITE PLAN

CONSTRUCTION PLAN • CELLAR FLOOR CONSTRUCTION PLAN· FIRST FLOOR CONSTRUCTION PLAN· SECOND FLOOR CONSTRUCTION PLAN • ROOF

REFLECTED CEILING PLAN· CELLAR FLOOR REFLECTED CEILING PLAN· FIRST FLOOR REFLECTED CEILING PLAN· SECOND FLOOR

ELECTRICAL PLAN · CELLAR FLOOR ELECTRICAL PLAN· FIRST FLOOR ELECTRICAL PLAN· SECOND FLOOR

FINISH PLAN· FIRST FLOOR FINISH PLAN· SECOND FLOOR

EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS

CONSTRUCTION DETAILS

PLUMBING RISER DIAGRAMS

STRUCTURAL NOTES STRUCTURAL NOTES CELLAR FLOOR FRAMING PLAN & FOUNDATION FOUNDATION SECTIONS FIRST FLOOR FRAMING PLANS SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN TYPICAL SECTIONS TYPICAL SECTIONS

SITE PLAN

SP-101.00 SP-201.00 SP-202.00 SP-301.00 SP-302.00 SP-303.00 SP-401.00

M-101.00 M-201.00 M-202.00 M-203.00 M-204.00 M-301.00 M-302.00 M-303.00 M-304.00 M-305.00 M-306.00 M-401.00 M-402.00 M-501.00 M-502.00 M-601.00 EN-101.00 EN-102.00

E-101.00 E-201.00 E-202.00 E-203.00 E-301.00 E-302.00 E-303.00 E-304.00 E-305.00 E-306.00 E-307.00 E-401.00 E-501.00 E-601.00

P-101.00 P-201.00 P-202.00 P-203.00 P-301.00 P-302.00 P-303.00 P-304.00 P-401.00 P-501.00 P-601.00

CELLAR-ROOF: SPRINKLER SYMBOLS & NOTES CELLAR-ROOF: SPRINKLER SPECIFICATIONS I CELLAR-ROOF: SPRINKLER SPECIFICATIONS 11 CELLAR: SPRINKLER PLAN & NOTES 1ST FLOOR SPRINKLER PLAN & NOTES 2ND FLOOR: SPRINKLER PLAN & NOTES CELLAR-ROOF: SPRINKLER DETAILS

CELLAR-ROOF: MECHANICAL SYMBOLS & NOTES CELLAR-ROOF: MECHANICAL SPECIFICATIONS I CELLAR-ROOF: MECHANICAL SPECIFICATIONS 11 CELLAR-ROOF: MECHANICAL SPECIFICATIONS 111 CELLAR-ROOF: MECHANICAL SPECIFICATIONS IV CELLAR: MECHANICAL PIPING PLAN & NOTES 1ST FLOOR: MECHANICAL DUCTWORK PLAN & NOTES 1ST FLOOR: MECHANICAL PIPING PLAN & NOTES 2ND FLOOR: MECHANICAL DUCTWORK PLAN & NOTES 2ND FLOOR: MECHANICAL PIPING PLAN & NOTES ROOF: MECHANICAL DUCTWORK PLAN & NOTES CELLAR-ROOF: MECHANICAL DETAILS I CELLAR-ROOF: MECHANICAL DETAIL II CELLAR-ROOF: MECHANICAL CONTROLS & SEQUENCE CELLAR-ROOF: MECHANICAL REFRIGERANT RISER DIAGRAM CELLAR-ROOF: MECHANICAL SCHEDULE CELLAR-ROOF: MECHANICAL INTERNATIONAL CODE COMPLIANCE I CELLAR-ROOF: MECHANICAL INTERNATIONAL CODE COMPLIANCE 11

CELLAR-ROOF: ELECTRICAL SYMBOLS & NOTES CELLAR-ROOF: ELECTRICAL SPECIFICATIONS I CELLAR-ROOF: ELECTRICAL SPECIFICATIONS 11 CELLAR-ROOF: ELECTRICAL SPECIFICATIONS 111 CELLAR: ELECTRICAL- LIGHTING PLAN & NOTES CELLAR: ELECTRICAL- POWER PLAN & NOTES 1ST FLOOR: ELECTRICAL- LIGHTING PLAN & NOTES 1ST FLOOR: ELECTRICAL· POWER PLAN & NOTES 2ND FLOOR: ELECTRICAL- LIGHTING PLAN & NOTES 2ND FLOOR: ELECTRICAL- POWER PLAN & NOTES ROOF: ELECTRICAL POWER PLAN & NOTES CELLAR-ROOF: ELECTRICAL DETAILS CELLAR-ROOF: ELECTRICAL RISER DIAGRAM CELLAR-ROOF: ELECTRICAL PANEL SCHEDULES

CELLAR-ROOF: PLUMBING SYMBOLS & NOTES CELLAR-ROOF: PLUMBING SPECIFICATIONS I CELLAR-ROOF: PLUMBING SPECIFICATIONS 11 CELLAR-ROOF: PLUMBING SPECIFICATIONS Ill CELLAR: PLUMBING PLAN & NOTES 1ST FLOOR: PLUMBING PLAN & NOTES 2ND FLOOR: PLUMBING PLAN & NOTES ROOF: PLUMBING PLAN & NOTES CELLAR-ROOF: PLUMBING DETAILS CELLAR-ROOF: PLUMBING RISER DIAGRAM CELLAR-ROOF: PLUMBING SCHEDULE

,_ __ , (

'

253 Fifth Avenue New York, New York 10016 212.253.5577 www.diarch.net

PIETRZAK & PFAU ENC/NEER/NC &: SURVEYINC,PLLC

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

Wexler Associates

FALLSBURG SUBMISSION

Issue:

DOB STAMP:

PROJECT:

Structural Engineers

12 West 32nd Street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

111 West 33rd Street 18th Floor New York, New York 10001 212.967 .8944 www.twigcon.com

09.20.17

Date:

----.-. ---------------------------------------1 PRIVATE RESIDENCE

I

PROJECT LOCATION SECTION: 65 BLOCK: 1

~: ~1 '

I ' '

' '

I '

PROPOSED ELJEt-. SDS DESIGN FOR 990 GPO MAX

5 LA.TS @ 56' EACH, 280 LF, TOTAL

$71"56'26"E

__ N04"51'32'E 1 243.74' 21·90' } CONDENSER UNITS '~r-~-:----:--.,ffiQf!llJl.l.JijE,---~--,---~--,----~----{,.g'il,21~---i:;m:i.m. E -smro --

INCOMING ELECTRICAL SERVICE 3,500 GALLON SEPTIC TANK

PU~P STATION

$04'51' 32""11'

EXISTING 12' 'MOE WELL ACCESS DRIVE

UTILIZE EXlSTING ACCESS ROAD

EXISTING 12' WIDE 'tiELL ACCESS DRIVE

GA TE_,,,

1,21o.9~ IRON PIN FOUND (TYP.)

ADDRESS:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY

PROJECT INFORMATION, NOTES, AND DRAWING LIST Project No: 171042

Scale:

Date: 9.20.2017

Drawn By: RS/CS

Approved By: DI 001ot083

T-100.00 Printed oo 9.21.2017

Page 6: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

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TYPICAL AT EXTERIOR WALLS

36'-10"

STEEL' COLUMN I

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HABITABLE SPACE AREA= 810 SF

®

MIN. REQ. WINDOW AREA= 81 .0 SF PROVIDED= 723.2 SF, COMPLIANT ,

--- - --- +------HABITABLE SPACE

---- ARfA-m-60f-SF- ----Mltt:-REQ. V!:Nr!LA T10N-AAEA~41Hi-SF--·'· PROVIDED = 111. 7 SF, COMPLIANT

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MIN. REQ. WINDOW AREA= 30.3 SF PROVIDED= 19.0 SF, COMPLIANT

IN. REQ. VENTILATION AREA= 15.2 PROVIDED= 19.0 SF, COMPLIANT

HABITABLE SPACE 1-21 AREA= 109 SF

, IN. REQ. WINDOW AREA= 10.9 SF ' PROVIDED= 19.0 SF, COMPLIANT IN. REQ. VENTILATION AREA= 5.5 SF

' PROVIDED= 19.0 SF, COMPLI T 9'-0"

®

REF

8

1-10

8

~ ,-,6"'' -""O""" -,

11 WARMING KITCHE · o_J COOKING APPLIAN ES I

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[LANDSCAPl1 I

1 CONSTRUCTION PLAN - FIRST FLOOR SCALE: 3116" = 1'

r

MIN. REQ. WINDOW AREA= 60.7 SF PROVIDED= 120.8 SF, COMPLIANT

MIN. REQ. VENTILATION AREA= 30.4 SF PROVIDED= 120.8 SF, COMPLIANT

4'-6"

REF

-11--'=-.,"-"'t:::;1,.oocol.FM EXHAUSTT ROOF PER 2015 IMC TABLE 403.3.1.1

8

FULL-HEIGHT GLAZING PARTITION

~ HABITABLE SPACE -

AREA-140 SF MIN. REQ. WINDOW AREA= 14.0 F

= MIN. REQ. VENTILATION AREA= 7. S

,-.,...-, PROVIDED = 30.2 SF, COMPLIAN

3'-5'' -ffiJ-------'HJ'.-=' ,e2'---'·-----------------..J.......j, I'

UARD RAIL AND HAND RAIL

ONCRETE STEPS

I

I

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!\._LINE OF ~ I SECOND FLOOR

ABOVE

---- - ----·-·----- - @ rn--

TYPICAL AT EXTERIOR W LS

I

~

'-----ALIGN-----'

FINISH FLOOR +1.46'

TOP OF CONG. +2.36'

' ~ ., '

~----ALIGN-----,

e FINISH FLOOR +2.46'

TOP OFCONC. +2.12'

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~ ,.'_,._·,r,r .. -: .. · ... •,,.•,,.·,., ·¥·'. i·,:.\:-:->JT~1 ,.,., .• - -T- ,,·.

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BUILD-IN

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ALIGN FINISH FLOOR +2.46'

TOPOFCONC. +2.36'

35'-9"

HABIT ABLE SPACE AREA = 1,394.54 SF

MIN. REQ. WINDOW AREA= 139.5 SF PROVIDED = 723.2 SF, COMPLIANT

MIN. REQ. VENTILATION AREA= 69.SSF PROVIDED= 111.7 SF, COMPLIANT

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CONSTRUCTION PLAN LEGEND

• @

0 XXX X

(1 ®

NEW PREFABRICATED EXTERIOR WALL

NEW FULL HEIGHT PARTITIONS AND STRUCTURE

ROOF DRAIN

WINDOW TYPE INDICATOR· REFER TO WINDOW TYPES

PARTITION TYPE INDICATOR· SEE SHEET A-300 FOR PARTITION TYPES

ROOM NAME & NUMBER

MILLWORK

DOOR AND DOOR NUMBERS • REFER TO DOOR SCHEDULE

FLUSH MOUNT HARDWIRED COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR TO COMPLY WITH 2015 IBC

ELEVATION NUMBER

DRAWING NUMBER

DETAIL NUMBER

DRAWING NUMBER

® NOTES: 1. REPORT TO ARCHITECT FIELD DIMENSIONS IN CONFLICT WITH DRAWINGS. 2.ALL DIMENSIONS ON THIS PLAN ARE FINISHED DIMENSIONS U.O.N.

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STEEL COLUMN

TYP.

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3.ALL WET AREAS TO RECEIVE INDUSTRY STANDARD 'GREEN BOARD' AND WATERPROOFING AS PER DETAILS. (TYP.)

LANDING - PRECAST CONG TILES ON CIP CONCRETE SLAB

4.SKIM COAT ALL WALLS THROUGHOUT.

FINISH FLOO ±0.00'

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SIDEWALK - CIP CONCRETE SLAB

03 GREENING ROOM

4' CONG. CURB wl HANDRAIL

LANDING - PRECAST CONG TILES ON CIP CONCRETE SLAB

STAIR TREADS AND RISERS -PRE CAST CONG TILES ON CIP

CONCRETE SLAB 1-114"0 STEEL PIPE

HANDRAILS TYP.

12"

8 RISERS

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5'--6"

PITCH TO DRAIN )

FINISH FLOOR +2.46'

TOP OFCONC. +2.12'

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FINISH FLOOR -2.00'

FINISH FLOOR -2.00'

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253 Fifth Avenue New York, New York 10016 212.253.5577 www.diarch.net

1: PIETRZAK & PFAU T ENGINEER/NC & SURVEYINO,PLLD

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

Wexler Associates Structural Engineers

FALLSBURG SUBMISSION

Issue:

DOB STAMP:

PROJECT:

PRIVATE RESIDENCE

ADDRESS:

12 West 32nd Street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

111 West 33rd Street 18th Floor New York, New York 10001 212.967.8944 www.twigcon.com

09.20.17

Date:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY

CONSTRUCTION PLAN FIRST FLOOR

Project No: 171042

Scale: 3/16"=1'

Date: 9.20.2017

Drawn By: RS/CS

Approved By: DI 006 of083

A-102.00 Printed on 921 .2017

' . ' '

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Page 7: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

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21D 111 I DR OM BUILT-IN 1

CONSTRUCTION PLAN - SECOND FLOOR SCALE• 3/16" • 1'

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NEW PREFABRICATED EXTERIOR WALL

NEW FULL HEIGHT PARTITIONS AND STRUCTURE

ROOF DRAIN

WINDOW TYPE INDICATOR· REFER TO WINDOW TYPES

PARTITION TYPE INDICATOR· SEE SHEET A-300 FOR PARTITION TYPES

ROOM NAME & NUMBER

MILLWORK

DOOR AND DOOR NUMBERS • REFER TO DOOR SCHEDULE

FLUSH MOUNT HARDWIRED COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR TO COMPLY WITH 2015 IBC

ELEVATION NUMBER

DRAWING NUMBER

DETAIL NUMBER

DRAWING NUMBER

1.REPORT TO ARCHITECT FIELD DIMENSIONS IN CONFLICT WITH DRAWINGS. 2.ALL DIMENSIONS ON THIS PLAN ARE FINISHED DIMENSIONS U.O.N. 3.ALL WET AREAS TO RECEIVE INDUSTRY STANDARD 'GREEN BOARD' AND

WATERPROOFING AS PER DETAILS. (TYP.) 4.SKIM COAT ALL WALLS THROUGHOUT.

253 Fifth Avenue New York, New York 10016 212.253.5577

_www.diarch.net

,_,L PIETRZAK & PFAU T ENC/NEER/NC & SURVEYINC,PLW

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

-------------------------i

Wexler Associates Structural Engineers

12 West 32nd street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

~------------·-------------;-----------------------;

111 West 33rd Street 18th Floor New York, New York 10001 212.967.8944 www.twigcon.com

--;-------------------------,

FALLSBURG SUBMISSION

Issue:

DOB STAMP:

PROJECT:

PRIVATE RESIDENCE

ADDRESS:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY

CONSTRUCTION PLAN SECOND FLOOR

Project No: 171042

Scale: 3/16" = 1'

Date: 9.20.2017

Drawn By: RS/CS

Approved By: DI

09.20.17

Date:

007 of083

A-103.00 Printed on 9.21.2017

' '

. l

Page 8: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

..

MODULAR CONSTRUCTION ON CONCRETE FOUNDATION CONNECTING CORRIDOR MODULAR CONSTRUCTION ON CONCRETE FOUNDATION

~----·----.---·------· . . '' ( . ·: . . . . . ! . '

,.._T~QF PARAPET V +29.00'

CD TOP OF ROOF

STRUCTURE---,

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,---MATERIALC

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.. _ -"'- TOP OF PARAPET V +29.00'

di, TOP OF ROOF STRUC URE 111117 +24,34'

di, 2ND F.FL. 1111P +13.45'

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r· --- --- ------- -----.----------------- ----------··-·-·-·-···---~----.---------- --- .•.. - ----------- ----- • ·-------------.--- ___ ,,., _________ . ---

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253 Fifth Avenue New York, New York 10016 212.253.5577 www.diarch.net

J., PIETRZAK & PFAU T ENOINEERINC & SURVEYINC,PLLO

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

Wexler Associates

FALLSBURG SUBMISSION

Issue:

DOB STAMP:

PROJECT:

Structural Engineer.s

12 West 32nd Street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

111 West 33rd Street 18th Floor New York, New York 10001 212.967.8944 www.twigcon.com

09.20.17

Date:

PRIVATE RESIDENCE

ADDRESS:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY c---------------~.~--~----1

EXTERIOR ELEVATIONS

Project No: 171042

Scale: 3/16"=1'

Date: 9.20.2017

Drawn By: RS/CS

Approved By: DI 01701083

A-201.00 Printed on 9.21.2017

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Page 9: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

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STR. STEEL 8 PSF MECHANICAL 2 PSF LIVE LOADS 100 PSF

-

TOTAL 185 PSF

-< ,-'Ft -_ --

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

Wexler Associates Structural Engineers

12 West 32nd Street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

Gonsuli,ng Eng1neer':t PC

FALLSBURG SUBMISSION

Issue:

DOB STAMP:

PROJECT:

PRIVATE RESIDENCE

ADDRESS:

7 Penn Plaza Suite 702 New York, New York 10001 212.967.8944 www.twigcon.com

09.20.17

Date:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY

FIRST FLOOR FRAMING PLAN

Project No: 171042

Scale:

Date: 9.20.2017

Drawn By; RS/CS

Approved By: DI

S-101.00 P~nted on 9.20.2017

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Page 10: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

DAN IONESCU I ARCHITECTS

SPRINKLER HEAD LOCATIONS SPRINKLER DEMOLITION NOTES TOWN OF FALLSBURG DOB SPRINKLER NOTES TOWN OF FALLSBURG DOB STANDPIPE NOTES SPRINKLER LEGEND 253 Fifth Avenue

1. GENERAL • NEW SIDEWALL SPRINKLER HEAD New York, New York 10016 AREAS WITH SUSPENDED CEILINGS • 1. THE INSTALLATION COMPONENT, SIZING, SPACING, CLEARANCES, 1. THE COMPLETE STANDPIPE SYSTEM COMPl YWITH THE FULL REQUIREMENTS OF N.Y.C.

RECESSED PENDENT - RELIABLE MODEL G4A 'QUICK RESPONSE A. PRIOR TO PROPOSAL SUBMISSION, THIS CONTRACTOR SHALL VISIT POSITION AND TYPE OF SYSTEMS SHALL CONFORM TO APPENDIX Q BUILDING CODE SEC. 905, APPENDIX Q AND NFPA 14-2007. 212.253.5577

CONCEALED AUTOMATIC SPRINKLER, 1/2" ORIFICE. 5.6 K FACTOR. THE SITE TO REVIEW THE EXISTING CONDITIONS ASSOCIATED WITH SECTION BC Q102 AND SECTION BC 903.

~ EXISTING SIDEWALL SPRINKLER HEAD

TOWN OF FALLSBURG MEA NUMBER 258-93-E THE SCOPE OF WORK AND ADJACENT AREAS TO ASCERTAIN THE 2. STANDPIPE SYSTEM COMPONENTS AND HARDWARE SHALL BE IN ACCORDANCE WITH CHAPTER www.diarch.net DIFFICULTIES WHICH WILL AFFECT THE EXECUTION OF THE WORK 2. ONLY APPROVED MATERIALS SHALL BE USED AS PER CHAPTER 6 OF 4 OF NFPA 14-2007 AND APPENDIX Q OF TOWN OF FALLSBURG BUILDING CODE. 0 NEW UPRIGHT HEAD

AREAS WITH NO SUSPENDED CEILINGS • OF THIS CONTRACT. APPENDIX Q SECTION BC 0102.

STANDARD UPRIGHT· RELIABLE MODEL GFR 'QUICK RESPONSE', B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE 3. THE LOCATION OF FIRE DEPARTMENT HOSE CONNECTIONS SHALL BE APPROVED BY THE FIRE OH NEW UPRIGHT HEAD, RATED AT 212°F

3. DIRECT CONNECTION OF SPRINKLERS TO THE PUBLIC WATER SYSTEM AUTOMATIC SPRINKLER, 1/2" ORIFICE, 5.6 K FACTOR, TOWN OF THAT THE ABOVE SITE EXAMINATION HAS BEEN MADE AND LATER

COMMISSIONER PER SEC 905.1 OF TOWN OF FALLSBURG BUILDING CODE. SHALL CONFORM TO SECTION BCQ 102.1 SEE CHAP 23.1.1.

FALLSBURG MEA NUMBER 258-93-E CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT " EXISTING HEAD TO BE REMOVED AND CAPPED 4. STANDPIPE SYSTEMS IN BUILDINGS USE FOR HIGH-PILED COMBUSTIBLE STORAGE SHALL BE IN R

OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES 4. SPRINKLER SHALL BE PROTECTED AGAINST FREEZING AND INJURY AS ACCORDANCE WITH THE TOWN OF FALLSBURG FIRE CODE SPRINKLER DESIGN CRITERIA ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH PER APPENDIX Q BC 0102. SEC. 8.15.3 AND 6.2.8. •e NEW CONCEALED PENDENT SPRINKLER HEAD-PREACTION

AN EXAMINATION BEEN MADE. 5. INSTALLATION OF STANDPIPE SYSTEMS SHALL COMPLY WITH niE SPECIAL INSPECTION *PIETRZAK & PFAU BUILDING IS CLASSIFIED IN 'E' OCCUPANCY GROUP (LIGHT HAZARD) WITH INCIDENTAL STORAGE SPACES AND MECHANICAL 5. INSPECTIONS AND TESTS OF SPRINKLERS SHALL BE CONDUCTED AS REQUIREMENTS OF CHAPTER 17 OF TOWN OF FALLSBURG BUILDING CODE. • NEW CONCEALED PENDENT SPRINKLER HEAD

SPACES (CLASSIFIED AS ORDINARY HAZARD GROUP 1). THERE ARE NO AREAS CLASSIFIED AS 'EXTRA HAZARD' c. DEMOLITION WORK SHALL INCLUDE ALL MATERIALS, LABOR, PER SEC. 901.5AND APPENDIX Q SEC. BCQ102. CH. 16. ENGINEER/NC & SURVEYINC,Puc EXTENSIONS, CONNECTIONS, CUTTING, REPAIRING, ADAPTING AND 6. CONSTRUCTION DOCUMENTS FOR STANDPIPE SYSTEMS SHALL CONTAIN PLANS THAT INCLUDE EXISTING PENDENT SPRINKLER HEAD OniER FIRE PROTECTION WORK REQUIRED TO MAINTAIN SERVICE

@

6. THE OCCUPANCY OF THE AREAS TO BE SPRINKLERED IN ACCORDANCE THE INFORMATION ANO DATA LISTED IN SEC. 905.1.1 OF TOWN OF FALLSBURG BUILDING CODE. LIGHT HAZARD OCCUPANCY(OFFICE AREAS, TOILET ROOMS LOBBY AREAS)) PENDING THE COMPLETION OF THE PERMANENT WORK. Wini SECTIONS 5.2 AND A.5.2 OF APPENDIX Q SECTION BCQ102. 262 Greenwich Avenue AREA OF APPLICATION: 1500 SQ. FT. (REMOTE AREA) COORDINATE THE EXTENT OF DEMOLITION WORK WITH THE 7. ANY SPACE OR ROOM THAT CONTAINS EQUIPMENT OF SUCH NATURE THAT THE USE OF WATER @.) SMOKE DETECTOR

MAXIMUM COVERAGE PER SPRINKLER: 225 SQ. FT. ARCHITECT AND BUILDING MANAGEMENT. 7. WATER SUPPLY TEST PIPES AND GAUGES SHAU BE PROVIDED AS PER WOULD BE INEFFECTIVE IN FIGHTING A FIRE THEREIN OR WOULD BE OTHERWISE HAZARDOUS, Suite A DESIGN DENSITY: 0.10 GPM PER SQUARE FOOT

2. SCOPE OF WORK SECTION 8.16.1 AND 8.16.4 OF APPENDIX Q SECTION BC 0102. SHALL HAVE A CONSPICUOUS SIGN ON EACH DOOR OPENING ON SUCH SPACE OR ROOM ® HEAT DETECTOR Goshen, New York 10924 SPACING BETWEEN SPRINKLERS: 15'--0w MAXIMUM STATING THE NATURE OF THE USE AND THE WARNING: "IN CASE OF FIRE, USE NO WATER." DISTANCE BETWEEN SPRINKLERS & WALL~!2 OF ALLOWABLE DISTANCE BETWEEN SPRINKLERS A. ALL EXISTING WORK REQUIRED TO REMAIN BUT INTERFERING WITH B. PIPING, FITTING, SPECIFICATIONS, PIPE SCHEDULES, SYSTEM TEST

~ 845.294.0606 PIPES, PROTECTION AGAINST CORROSION, DAMAGE, VALVES, 8. STANDPIPE SYSTEMS SHALL BE INSTALLED WHERE REQUIRED BY SECTION 905.3.1 THROUGH

SPRINKLER PREACTION VALVE PROPOSED NEW FIRE PROTECTION (AS WELL AS ELECTRICAL, MECHANICAL AND GENERAL CONSTRUCTION WORK) SHALL BE HANGERS. SPRINKLER GUARDS AND SHIELDS SHALL BE AS PER 905.3.6AND IN THE LOCATIONS INDICATED IN SECTIONS 905.4, 905.5 AND 905.6. www.pietrzakpfau.com

ORDINARY HAZARD _iQROUP 11_ OCCUPANC'y(STORAGE ROOMS, MECHANICAL & ELECTRICAL EQUIPMENT SPACES) RELOCATED AND RECONNECTED USING MATERIALS CONFORMING APPENDIX Q SECTION BC Q102, CHAPTERS 6 AND 9. @ SPRINKLER DELUGE VALVE

AREA OF APPLICATION: 1500 SQ. FT. (REMOTE AREA) TO STANDARDS OF THIS CONTRACT. 9. STANDPIPE SYSTEMS ARE PERMITTED TO BE COMBINED WlTH AUTOMATIC SPRINKLER

* MAXIMUM COVERAGE PER SPRINKLER: 130 SQ. FT. 9. STOCK OF EXTRA SPRINKLERS SHALL BE FURNISHED AS PER SECTION SYSTEMS. sec. 905.3 OF TOWN OF FALLSBURG BUILDING CODE. SPRINKLER DRY PIPE VALVE

DESIGN DENSITY: 0.15 GPM PER SQUARE FOOT B. REMOVE ALL SPRINKLER HEADS, PIPING, VALVING AND HANGERS 6.2.9 APPENDIX Q SECTION BC Q102 (REQUIRED FOR EACH

SPACING BETWEEN SPRINKLERS: 15'-0w MAXIMUM ASSOCIATED WITH PIPING TO BE REMOVED BACK TO MAINS. TEMPERATURE RATING). 10. THE LOCATION OF CLASS I STANDPIPE HOSE CONNECTION SHALL COMPLY WITH SEC. 905.4 OF [0 MANUAL PULL STATION

DISTANCE BETWEEN SPRINKLERS & WALLSJ'2 OF ALLOWABLE DISTANCE BETWEEN SPRINKLERS IDENTIFY ALL PIPING BY SERVICE TYPE ANO CAP AT MAINS. TOWN Of FALLSBURG BUILDING CODE.

Wexler Associates 10. SPRINKLER ALARM WILL BE IN ACCORDANCE WITH SECTION 8.16.1 OF

c. REMOVE EXISTING SPRINKLER WORK AS INDICATED BELOW: APPENDIX Q SECTION BC 0102. 11. WHERE THE MOST REMOTE PORTION OF A FLOOR OR STORY IS MORE THAN 150 FEET FROM A 1h] MANUAL ABORT STATION

SPACING, LOCATION AND POSITION OF SPRINKLER WILL BE AS PER HOSE CONNECTION, ADDITIONAL HOSE CONNECTIONS SHALL BE PROVIDED IN APPROVED 0 F!RE HOSE CABINET Structural Engineers

REMOVE ALL EXISTING SPRINKLER WORK BACK TO RISER AND 11. LOCATIONS, SEC. 905.4. a. CAP. OR AS NOTED ON DRAWINGS.

SECTION 8 OF APPENDIX Q SECTION BCQ102.

b. CONTRACTOR TO CONTACT BUILDING MANAGEMENT AND 12. CLASS I MANUAL DRY STANDPIPES ARE ALLOWED IN OPEN PARKING GARAGE, SHALL BE <mm FIRE HOSE RACK 12 West 32nd Street 12. ALL BLIND SPACES EXCEEDING 6" IN WIDTH OR DEPTH WHICH CONTAIN PROVIDED THAT THE HOSE CONNECTIONS ARE LOCATED AS REQUIRED FOR CLASS II TENANT REGARDING REMOVAL SCOPE OF WORK TO MAINTAIN

CONTINUITY OF ALL SERVICES TO ALL TENANTS WHO ARE TO COMBUSTIBLE MATERIAL WILL BE SPRINKLERED. STANDPIPES IN ACCORDANCE WITH SEC. 905.5. 8th Floor

omm, FIRE HOSE RACK/SPRINKLER REMAIN OPERATIONAL AND NOT BE AFFECTED BY DEMOLITION New York, New York 10001 WORK.

13. ALL PIPING PASSING THROUGH WALLS WIU COMPLY WITH SECTION 13. STANDPIPE OUTLETS MAY BE OMITTED IN PORTIONS OF FIRST FLOORS OR BASEMENTS THAT -<:: ALL EXISTING BUILDING SPRINKLER VALVES SHALL REMAIN. BC712. ARE COMPLETELY SEPARATED FROM THE ENTRANCE HALL OR ENCLOSED STAIRWAYS LEADING

SIAMESE CONNECTION C, 212.643.1500 TO THE UPPER FLOORS, PROVIDED THAT POTABLE FIRE EXTINGUISHERS ARE INSTALLED,

D. PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING PIPING TO 14. THERE IS NO HIGH PILED STORAGE AS DEFINED IN SECTION 3-3.12 OF SUBJECT TO THE APPROVAL OF THE FIRE COMMISSIONER, SEC. 905.3.1. E-] SPRINKLER PLUG www.nwexler.com REMAIN WHICH ARE AFFECTED BY DEMOLITION OF EXISTING APPENDIX Q SECTION BC Q102.

CEILING AND PARTITIONS. 14. STAGES GREATER THAN 1,000 SQUARE FEET IN AREA SHALL BE EQUIPPED WITH A CLASS 111 WET = FLOOR CONTROL VALVE ASSEMBLY {FCVA) 15. DIST ANGE OF SPRINKLERS FROM HEAT SOURCE SHALL BE AS PER STANDPIPE SYSTEM WITH 1.5-INCH AND 2.5-INCH (38 mm AND 64 mm) HOSE CONNECTIONS ON

E. ALL MATERIALS AND EQUIPMENT SHALL BE DISPOSED OF IN TABLES 9.3.2.5 (a) AND 8.3.2.5 (b). EACH SIDE OF THE STAGE. ~ ACCORDANCE WITH APPLICABLE LAWS AND ENVIRONMENTAL VALVE TAMPER SWITCH

REGULATIONS. 16. AS PER SECTION BC903.12 PROVIDE DEPARTMENT OF WATER SUPPLY 15. UNDERGROUND BUILDINGS SHALL BE EQUIPPED niROUGHOUT WITH A CLASS I AUTOMATIC

T,~~I LETTER WITH FLOW TEST DATA IF THERE IS A DIRECT CONNECTION TO WET OR MANUAL WET. •,, FIRE EXTINGUISHER G F. COORDINATE WITH OWNER TO DETERMINE WHETHER EQUIPMENT THE STREET WATER SUPPLY.

IS TO BE TURNED OVER FOR FUTURE USE AND STORED IN THEIR 16. CLASS I STANDPIPE HOSE CONNECTIONS SHALL BE PROVIDED IN ALL LOCATIONS PER SEC. [J<J PREACTION TROUBLE HORN ASSOCIATED STORAGE LOCATIONS. 17. ALL PIPES PASSING THROUGH FOUNDATION WALLS SHALL BE 905.4 OF TOWN OF FALLSBURG BUILDING CODE. Const!l!;ng Engineers. PC

PROTECTED AS PROVIDED BY SECTION 305.5 OF THE PLUMBING CODE. [P PREACTION 6" BELL FOR SUPERVISION G. WHEN EXISTING SPRINKLER SYSTEM !S DEACTIVATED THIS 17. WHERE niE ROOF HAS A SLOPE OF LESS THAN 4 IN 12, EACH STANDPIPE SHALL BE PROVIDED

~-0 CONTRACTOR TO PROVIDE A TEMPORARY SPRINKLER LOOP 18. THIS APPLICATION IS NOT FILED AS A RESULT OF BY THE FIRE WITH A HOSE CONNECTION LOCATED EITHER ON THE ROOF OR AT THE HIGHEST LANDING OF 0) ~~ ~

111 WEST 33RD STREET AROUND THE CORE OR PROVIDE A 24 HOUR FIRE-WATCH UNTIL COMMISSIONER AS AUTHORIZED BY BS&A TO MODIFY THE CERTIFICATE

PREACTION 10w BELi/STROBE ALARM STAIRWAYS WITH STAIR ACCESS TO THE ROOF. AN ADDITIONAL. HOSE CONNECTION SHALL BE 18TH FLOOR

NEW SPRINKLER SYSTEM BECOMES ACTIVE. INCLUDE ALL IN BID OF OCCUPANCY NOR JS SUCH ACTION PENDING. PROVIDED AT THE TOP OF THE MOST HYDRAULICALLY REMOTE STANDPIPE FOR TESTING * -~'" 1r' PRICE. PURPOSE. SPRINKLER LINE REPRESENTATION New York, New York 10001 19. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY SECTION 6-7.4 OF

~ APPENDIX Q SECTION BC 0102. 18. PROTECTION OF RISERS AND LATERALS OF CLASS I STANDPIPE SYSTEM SHALL COMPLY WITH 212.967.8944 SPRINKLER NOTES SEC. 905.4.1 OF TOWN OF FALLSBURG BUILDING CODE. NEW SPRINKLER PIPING

~ . ~· !· •' K'.~ .... < 20. DRAINAGE SHALL CONFORM TO SECTION 8.15.2 OF APPENDIX Q I,,, •: ·- ., .._ www.twigcon.com 1. THIS CONTRACTOR SHALL PROVIDE FIRE PROTECTION THROUGHOUT SECTION BC 0102. EXISTING SPRINKLER PIPING

,.t "'' ~-."'.:;·,;,>_,::,-,,.,,.. (::/

19. Cl.ASS II STANDPIPE HOSE CONNECTIONS SHALL BE ACCESSIBLE AND LOCATED SO THAT ALL u" - ~

THE ENTIRE SPACE WITHIN THE SCOPE OF WORK AS REQUIRED BY THE PORTIONS OF THE BUILDING ARE WITHIN 30 FEET (9144 mm) OF A NOZZLE ATIACHED TO 100 <'o 0975GS ((;

LOCAL CODES, LOCAL FIRE DEPARTMENT REGULATIONS, BUILDING 21. A ONE PIECE REDUCING FITTING OF GOOD DESIGN SHOULD BE USED EXISTING SPRINKLER PIPING TO BE REMOVE AND DISCARDED /0 i,.'v FEET (30480 mm) OF HOSE. f?o,'":'~-c:c..·OV-

MANAGEMENT REQUIREMENTS AND NFPA 13 FOR THE DURATION OF WHEREVER A CHANGE IS MADE IN THE SIZE OF PIPE, AS PER SECTION ' -~~\

THE PROJECT. ANY TEMPORARY FIRE PROTECTION SHALL BE 6.4.6 OF APPENDIX Q SECTION BCQ102. IN FUU Y SPRINKLERED BUILDINGS HAVING A COMBINED STANDPIPE SYSTEM THAT IS REMOVE EXISTING SPRINKLER HEAD AND

20. ASSOCIATED DROP NIPPLES BACK TO HORIZONTAL REMOVED UPON ACTIVATION OF PERMANENT FIRE PROTECTION HYDRAULICALLY CALCULATED. THE MINIMUM STANDPIPE SIZE IN BUILDINGS WITH FLOOR PIPING AND EXTEND NEW PIPING TO NEW HEAD SYSTEM. 22. ALL VALVES ON CONNECTIONS TO WATER SUPPLY TO SPRINKLER HEIGHTS LESS THAN 150 FT. ABOVE THE LOWEST LEVEL OF FIRE DEPAR™ENT VEHICLE

SHALL BE APPROVED OS&Y OR APPROVED INDICATOR TYPE. ACCESS SHALL BE 4 IN. SEC. 7.6.3 OF APPENDIX 0. LOCATION AS REQUIRED.

2. SPRINKLER HEADS SHALL BE ±i" FROM CENTER OF TILE, CONTRACTOR SPRINKLER DRAWING NOTATIONS SHALL ALLOW FOR ALL REQUIRED FITTINGS TO ACHIEVE THIS AND 23. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER 21. CLASS Ill STANDPIPE SYSTEMS SHALL HAVE HOSE CONNECTIONS LOCATED AS REQUIRED FOR INCLUDE THIS IN THEIR CONTRACT PRICE. SECTION 6.7.3 OF APPENDIX Q SECTION BC Q102. CLASS I STANDPIPES IN SEC. 905.4 ANO SHALL HAVE CLASS II HOSE CONNECTIONS AS

HANGERS SHOULD BE SUPPORTED BY WROUGHT IRON U TYPE OR REQUIRED IN SEC. 905.5. ® DRAWING NOTE TAG

3. CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH NEW WORK OF 24. OTHER TRADES AND EXISTING CONDITIONS. APPROVED ADJUSTABLE HANGERS. HANGERS SHALL BE OF THE TYPE 22. CABINETS CONTAINING FIRE·FIGHT!NG EQUIPMENT SUCH AS STANDPIPES, FIRE HOSES, FIRE

APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED, AS PER EXTINGUISHERS OR FIRE DEPARTMENT VALVES SHALL NOT BE BLOCKED FROM USE OR 4 4. MINIMUM PIPE SIZE TO ANY SPRINKLER HEAD SHALL BE 1 INCH. CHAPTER 9 OF APPENDIX Q SECTION BC 0102. OBSCURED FROM VIEW. SECTION DESIGNATION ON DRAWING WHERE SECTION IS CUT A-SECTION DESIGNATION

5. SPRINKLER PIPE SIZES SHOWN ARE FOR COST ESTIMATING ONLY, AND 25. PROVISIONS SHALL BE MADE TO FACILITATE FLUSHING SYSTEM PIPING 23. STANDPIPE SYSTEMS ARE REQUIRED DURING CONSTRUCTION, ALTERATION AND DEMOLITION B-DRAWING NO.

FOR FILING Wini THE BUILDING DEPARTMENT. THIS CONTRACTOR IS TO BY PROVIDING FLUSHING CONNECTION CONSISTING OF A CAPPED OPERATIONS SHALL BE PROVIDED IN ACCORDANCE WITH SEC. 3303.8 OF TOWN OF FALLSBURG BUILDI G CODE. PROVIDE THEIR OWN HYDRAULIC CALCULATIONS TO VERIFY PIPE NIPPLE4" LONG ON END OF A CROSS MAIN AS PER SECTION 9.14.160F ee SIZING AND INCLUDE ANY INCREASED/DECREASED PIPE SIZING WITHIN APPENDIX Q SECTION BCQ102. 24. CLASS II STANDPIPE SYSTEMS ARE PERMITTED FOR HIGH PILE AND RACK STORAGE

SPRINKLER RISER DESIGNATION

THEIR CONTRACT PRICE, OCCUPANCIES ONLY. SEC. 3.3.27.2 OF APPENDIX Q. 26. SPRINKLER SHALL BE AN APPROVED 1YPE AS PER SECTION 8.3 OF

fil TOWN OF FALLSBURG ADDITIONAL SPRINKLER APPENDIX Q SECTION BC 0102. 25. FITTINGS SHALL BE EXTRA-HEAVY PATTERN WHERE PRESSURES EXCEED 175 PSI (12.1 BAR). REVISION SYMBOL

SEC. 4.3.3 OF NFPA 14-2007. NOTES: MODIFICATION OF AN EXISTING SYSTEM 27. TEMPERATURE RATING SHAU COMPLY WITH SECTION 8.3 OF APPENDIX

Q SECTION BC Q102. 26. PROTECTION OF STANDPIPE SYSTEM WHERE A STANDPIPE OR LATERAL PIPE THAT IS ~ POINT OF NEW CONNECTION TO EXISTING WORK

REFERENCES: BUILDING CODE, 2014 EDITION AND NFPA.13-2007 AS NORMALLY FILLED WITH WATER PASSES THROUGH AN AREA SUBJECT TO FREEZING MODIFIED BY THE TOWN OF FALLSBURG BUILDING CODE 28. 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER TEMPERATURES ff SHALL BE PROTECTED TO MAINTAIN THE TEMPERATURE OF THE WATER IN FALLSBURG SUBMISSION 09.20.17 SEC 903 AND APPENDIX Q. SECTION 8.5.6 OF APPENDIX Q SECTION BC 0102. THE PIPING BETvVEEN 40 F AND 120 F (4.4 C AND 48.9 C). SEC. 6.1.2.3 OF NFPA 14-2007. SPRINKLER ABBREVIATIONS

1. SPRINKLER HEAD ORIFICE SIZES, TYPE. AND DEFLECTOR POSITIONS 29. SPACING AND LOCATION OF SPRINKLERS SHALL COMPLY WITH FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18 lN. NOR MORE THAN FOR MODIFICATIONS OF AN EXISTING SYSTEM SHALL REMAIN THE 27. AFF ABOVE FINISHED FLOOR Issue: Date: CHAPTER 8 OF APPENDIX Q SECTION BCQ102. 36 IN. ABOVE THE LEVEL OF THE ADJOINING GROUND, SIDEWALK OR GRADE SURFACE. SEC. SAME. 6.3.6 OF NFPA 14-2007. FHR FIRE HOSE RACK

30. SPRINKLER SYSTEM COMPLIES WITH NFPA 13-2002 AS MODIFIED BY DOB STAMP: 2. SPRINKLER MODIFICATIONS SHALL NOT ALTER THE TYPE OF SPRINKLER APPENDIX Q SECTION BCQ102. SYSTEM. 28. THE MAXIMUM PRESSURE AT ANY POINT IN THE SYSTEM AT ANY TIME SHAU NOT EXCEED 350 FSC FIRE HOSE CABINET

31. SOURCES OF WATER SUPPLY FOR SPRINKLER SYSTEMS AS PER PSI (24.1 BAR). SEC. 7.2 OF NFPA 14-2007.

3. SPRINKLER PIPING RELOCATION SHALL NOT AFFECT THE OPERATION CHAPTER 23 OF APPENDIX Q SECTION BC 0102. FSP FIRE STANDPIPE

OF THE SPRINKLER SYSTEM. 29. BRANCH LINE SHALL BE SIZED BASED ON THE HYDRAULIC CRITERIA ESTABLISHED IN SEC. 7.8 & 7.10 BUT NOT LESS THAN 144" IN. (65 mm). SEC. 7.6.4 OF NFPA 14-2007. TS TAMPER SWITCH

THE HAZARD OCCUPANCY FOR THIS SPRINKLER SYSTEM UNDER THIS 32. PIPE SCHEDULE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION

4. 14.5 OF APPENDIX Q SECTION BC 0102. HYDRAULICALLY DESIGNED STANDPIPE SYSTEMS SHALL BE DESIGNED TO PROVIDE THE WATER APPLICATION SHALL REMAIN THE SAME.

30. WF WATERFLOW SWITCH

33. AUTOMATIC INTERLOCK CUTOFF SWITCH FOR VENTILATION WILL FLOW RATE AT A MINIMUM RESIDUAL PRESSURE OF 65 PSI (4.5 BAR) AT THE OUTLET OF niE

5. SPRINKLER MODIFICATIONS SHALL NOT AFFECT THE HYDRAULICALLY CONFORM TO CHAPTER 6 OF THE MECHANICAL CODE (APPLICABLE HYDRAULICALLY MOST REMOTE 144 IN. (65 mm} & 144 IN. (38 mm) HOSE CONNECTION. SEC. 7.8.1.1

DESIGNED AREA OF APPLICATION OF THE FLOOR. ONLY IF THERE IS AN AIR SYSTEM UTILIZING RECIRCULATED AIR AND OF OF NFPA 14-2007.

SPECIAL INSPECTIONS· TOWN OF FALLSBURG REQUIRING A THERMOSTATIC DEVICE). 31. HOSE CONNECTIONS ANO HOSE STATIONS SHALL BE UNOBSTRUCTED AND SHALL BE LOCATED NOT LESS THAN 3 FT. (0.9M) OR MORE THAN 5FT. (1.5 m) ABOVE THE FLOOR. SEC. 7.3.1 OF NFPA SPRINKLER DRAWING LIST

34. HYDRAULICALLY DESIGNED SPRINKLER SYSTEMS SHALL BE IN 14-2007. ACCORDANCE WITH CHAPTER 14 OF APPENDIX Q SECTION BCQ102.

SPRINKLER SYSTEM 32. AT THE TOP OF THE HIGHEST RISER THERE SHALL BE PROVIDED ABOVE THE MAIN ROOF LEVEL SHEET# DWG# DESCRIPTION

1. NEW AND ALTERED SPRINKLER SYSTEMS SHALL BE INSPECTED IN 35. MINIMUM BRANCH PIPE SIZE TO BE ONE INCH W). A THREE WAY MANIFOLD EQUIPPED WITH THREE 144 IN. HOSE VALVE WITH HOSE VALVE CAPS. ACCORDANCE WITH TOWN OF FALLSBURG BUILDING CODE SECTION SEC. 7.3.2.2 OF APPENDIX Q. 1 SP.101.GO CELLAR - ROOF: SPRINKt.ER SYMBOLS & NOTE$

903. THIS CONTRACTOR OR PERMIT HOLDER FOR THE SPRINKLER 36. THIS APPLICATION IS MADE ONLY FOR WORK INDICATED ON THE

WORK SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, COMPLETE SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE 33. WHERE THE RESIDUAL PRESSURE AT A 144 IN. (40 mm) OUTLET ON A HOSE CONNECTION SP-2111.GO CELLAR - ROOf: SP1'8NKLER SPECIFICATIONS I RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR 2

AND SIGN THE APPROPRIATE CONTRACTOR'S MATERIAL AND TEST EXCEED 100 PSI (6.9 BAR), AN APPROVED PRESSURE RESTRICTED DEVICE SHALL BE PROVIDED. CERTIFICATES. THE SPECIAL INSPECTOR SHALL WITNESS ALL IN ACCORDANCE WITH APPLICABLE CODES. SEC. 7.8.3.1 OF NFPA 14-2007. REQUIRED TESTS AND SHALL VERIFY THAT ALL INSTALLATIONS OF ALL 3 SP-2112.00 CELLAR• ROOF: SPRINKLER SPECIRCATION$ II

MATERIALS, FITTINGS, HANGERS, ASSEMBLIES AND SIGNAGE ARE IN 34. FOR CLASS I AND CLASS tu SYSTEMS THE MINIMUM FLOW RATE FOR THE HYDRAULICALLY PROJECT:

ACCORDANCE WITH THE APPROVED CONSTRUCTIONS DOCUMENTS MOST REMOTE STANDPIPE SHALL BE 500 GPM (1893 UMIN) SEC. 7.10.1.1.1 OF NFPA 14-2007. 4 SP-301.DO Cl:LI.AR : Sl'fi:INKLER Pl.AN & NOTES PRIVATE RESIDENCE AND THE CONTRACTOR HAS TRANSMITTED REQUIRED MAINTENANCE LITERATURE AND INSTRUCTIONS TO THE OWNER. THE SPECIAL 35. WHERE A HORIZONTAL STANDPIPE ON A CLASS I AND CLASS Ill SYSTEM SUPPLIES THREE OR

5 INSPECTOR SHALL VERIFY THE MATERIAL AND TEST CERTIFICATION MORE HOSE CONNECTIONS ON ANY FLOOR, THE MINIMUM FLOW RATE FOR THE

SP-302.DO 1ST FLOOR: SPRINKLER PLAN & NOTES

FORMS HAVE BEEN TRANSMITTED TO THE FIRE DEPARTMENT AND THE HYDRAULICALLY MOST DEMANDING HORIZONTAL STANDPIPE SHALL BE 750 GPM (2840 UMIN). ADDRESS: DEPARTMENT OF BUILDINGS. SEC. 7.10.1.1.2 OF NFPA 14-2007. 6 SP-303.00 2ND FLOOR: SPRINKLER PLAN II NOTES

2. THE SPECIAL INSPECTOR SHALL BE HIRED DIRECTLY BY THE OWNER OR 36. THE MINIMUM FLOW RATE FOR ADDITIONAL STANDPIPES SHALL BE 250 GPM PER STANDPIPE 7 SP..f01.00 CELLAR •ROOF: SPRINKLER DETAILS TOWN OF FALLSBURG THE GENERAL CONTRACTOR. COST FOR THE SPECIAL INSPECTOR WITH THE TOTAL NOT TO EXCEED 1250 GPM OR 1000 GPM FOR BUILDINGS SPRINKLERED

SULLIVAN COUNTY, NY SHALL BE INCLUDED AS PART OF THE SPRINKLER CONTRACTORS THROUGHOUT. SEC. 7.10.1.1.3 OF NFPA 14-2007. OVERALL BID AND BE BROKEN OUT SO THE OWNER AND OR GENERAL CONTRACTOR CAN HIRE THE SPECIAL INSPECTOR DIRECTLY WITH THE 37. CLASS I AND CLASS Ill STANDPIPES IN BUILDINGS WITH FLOOR HEIGHTS LESS THAN 150 FT.

FUNDS PROVIDED UNDER THE SPRINKLER CONTRACTORS BID. ABOVE GRADE PLANE SHALL BE AT LEAST 4 INCHES IN SIZE. STANDPIPES IN BUILDINGS WITH FLOOR HEIGHTS GREATER THAN 150 FT ABOVE GRADE PLANE SHALL BE NO LESS THAN 6 1ST FLOOR-ROOF STANDPIPE SYSTEM INCHES IN DIAMETER. SEC. 7 .6.1 OF APPENDIX Q.

1. NEW AND AL TE RED STANDPIPE SYSTEMS SHALL BE INSPECTED IN SPRINKLER ACCORDANCE WITH TOWN OF FALLSBURG BUILDING CODE SECTION 38. VALVES CONTROLLING WATER SUPPLIES SHALL BE SUPERVISED IN THE OPEN POSITION SO

905. TH1S CONTRACTOR OR PERMIT HOLDER FOR THE STANDPIPE THAT A CHANGE IN THE NORMAL POSITION OF THE VALVE WILL GENERATE A SUPERVISORY SYMBOLS & NOTES WORK SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, COMPLETE SIGNAL AT THE SUPERVISING STATION REQUIRED BY SECTION 903.4. WHERE A FIRE ALARM

AND SIGN THE APPROPRIATE CONTRACTOR'S MATERIAL ANO TEST SYSTEM IS PROVIDED, A SIGNAL SHALL ALSO BE TRANSMITTED TO TI-IE CONTROL UNIT.

CERTIFICATES. THE SPECIAL INSPECTOR SHALL WITNESS ALL REQUIRED TESTS AND SHALL VERIFY THAT ALL INSTAUATIONS OF ALL 39. INSTALLATION OF STANDPIPE SYSTEMS SHALL COMPLY WITH THE

MATERIALS, FITIINGS, HANGERS, ASSEMBLIES AND SIGNAGE ARE 1N SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF TOWN OF FALLSBURG BUILDING Project No: 171042 ACCORDANCE WITH THE APPROVED CONSTRUCTIONS DOCUMENTS CODE.

AND THE CONTRACTOR HAS TRANSMITTED REQUIRED MAINTENANCE Scale: N.T.S. LITERATURE AND INSTRUCTIONS TO THE OWNER. THE SPECIAL 40. STANDPIPE SYSTEM SPECIAL INSPECTIONS SHALL BE PERFORMED IN

INSPECTOR SHALL VERIFY THE MATERIAL AND TEST CERTIFICATION ACCORDANCE WITH SECTION [BC 1704.22] OF THE 2014 TOWN OF FALLSBURG BUILDING

FORMS HAVE BEEN TRANSMITIEO TO THE FIRE DEPARTMENT AND THE CODE.

DEPARTMENT OF BUILDINGS. Date: 9.20.2017

2. THE SPECIAL INSPECTOR SHALL BE HIRED DIRECTLY BY THE OWNER OR Drawn By: RS/CS THE GENERAL CONTRACTOR. COST FOR THE SPECIAL INSPECTOR SHALL BE INCLUDED AS PART OF THE STANDPIPE CONTRACTORS OVERALL BID AND BE BROKEN OUT SO THE OWNER AND OR GENERAL Approved By: DI 34 OF 83 CONTRACTOR CAN HIRE THE SPECIAL INSPECTOR DIRECTI. Y WITH THE FUNDS PROVIDED UNDER THE STANDPIPE CONTRACTORS BID.

SP-101.00 Pnnted on El.20.2017

····• -r 1~1111 "

Page 11: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

~ COMcheck Software Version 4.0. 7 .O

V 1 Mechanical Compliance Certificate

Project Information

Energy Code·

Project Title:

loC1:1tion:

Climate Zone:

ProjectType

Constn;ction Srte: FALLSBURG, NY

Additional Efficiency Package

2015 IECC

Wurtsboro. New York

6a New Construction

Owner/Agent: DAN 10NESCU ARCHITECTS 253 FIFTH AVENUE NEW YORK, NY 10016 212.253.5577

Designer/Contractor TWIG Consulting Engineers PC 111 WEST 33RD ST Suite 17-101 New York, NY 10001 +1212.967.8944

Reduced interior lighting power. Requirements are implicitly enforced within interior lighting al!owanet:l calculations.

Mechanical Systems List

Quantity System Type & Description

1 CU·1 (Single Zone): VRF. Air Cooled Heat Pump Heai1ng Mode· Capacity::: 81 kBlulh,

No minimum efficiency requirement applies Cooling Mode: Capacity" 72 kBtulh,

No minimum efficiency requirement applies Fan System. None

CU-2 (Single Zone) VRF. Air Cooled Heat Pump He.:lting Mode: Capacity= 108 k811.1/h,

No minimum efficiency requirement applies Cooling Mode: Capacity "' 96 kBlu.lh,

No mirnmum efficiency requirement applies Fan System: None

1 CU-3 (S;ngle Zone).

VRF, Air Cool ad Heat Pump Healing Mod-8: Capacity"' 81 kBtu/h,

No mlrilmum efficiency requirement applies Cooling Mode: Capacity = 72 kBtufu,

No m1rnmum efficiency requirement applies Fan Systf.lm: None

Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document JS consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements ln COMcheck Version 4.0.7 .0 and to comply with any applicable mandatory requirements fisted 1n the Inspection Checklist

Name -Title Martin M. Montague

Signature M. Montaque 09.15.17

Date

Project Title: Report date: 09/15/17

Data filename: P:\T,W.I.G\TWIG CONSULT!NG\Projects\Dl-Architects\Thomas Education Center\EN\EN.cck Page

!,Sectlon,1 · , f - T . - '": .. ,: - ,',: !-~~~-:~:_;~J ·,Plumbln~Rough~lntnsp«cttdn I Compl~S?' '} - .. --- __ t:om~Um~idns "

1C404.5., Heated water supply piping conforms DComphes Requirement will be met. !C404.5.l, to pipe length and volume Dooes Not [C404.5.2 requiremf'nts. Refer to section details.. i [PL6P ONot Observable f 0Not Applicable ! ____________ - - -·-'"'"''""_,_ -- --.... -,_,_,.,,,,_,,. --------- -----jC404.5. · Heated water supply piping conforms !C404.5.l, , to pipe length and volume iC404.~:2 requirements. Refer to section details. ![PL6P

[., .... -)C404.5, fC404.5.l, fC4o4:5.2 t[PL6}1 I

Heated water supply piping conforms to pipe length and volume requirements. Refer to section details.

Ocomplies. Dooes Not

ONot Observable ONot Applicable

Ocomplies Dooes Not

ONot Observable DNot Applicable

Requirement wm be met.

Requirement will be met.

L-------·--- - ........................... ,., - ------------- -----------IC404.6.3 Pumps that circulate water between a Ocomplies 1[PL7P heater and storage tank have controls Dooes Not : that limit operation from startup to ONot Observable

Requirement will be met.

i <= 5 mmutes after end ot heating ONot Applicable ~----.._.;_, cycle ··---·-------··--,---·- ___________ _ iC404.6.3,, Pumps that circulate water between a ·OComplies Requirement will be met. i[PL7P ' heater and storage tank h.ave controls Dooes Not j that 1'1mit operation from startup to , <= 5 minutes after end of heating [ cycle.

ONot Observable 0Not Applicable

[C404.6.3- Pumps that circulate water between a ------~

Dcomplies DDoes Not j[PL7P heater and storage tank have controls

, that limit operation from startup to r <= 5 minutes after end of heating ONot Observable

DNot Applicable

Requirement will be met.

, . cycle. !(404,i .. -Wat~r distnbutio-;, system that pumps oc~-;:.;.;·;;1;·~~-.. - ·-·-"·'"'E~~;pt1;;~: Requirement does not apply. i[PLBP water from a heated-water supply Dooes Not ! pipe back to the heated-water source ONot Observable i ttirough a cold-water supp!y pfpe is a , demand iecirculation water system 0Not Applicable i Pumps within this system have

controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold·water piping to 104"F

iC404.7 !{PLB]3 I •

Water distribution system that pumps water frorn a heated·water supply pipe back to the heated-water source ttlrough a cold-water supply pipe is a demand recirculation water system. Pumps within this system have controls that start the pump upon

1 receiving a signal from ttie action of a 1,. user of a fixture or appliance and

limits the temperature of the water

bcOmP1ie~ Dooes Not

ONot Observable 0Not Applicable

Exception: Requirement does not apply.

I entering the rold-wate-r piping to

'- _____ , __ !9_4_"_!-'_ ., -------"'- - - -···· . ·-··"-----------· ""'- """'"""'"_,_ ------ --- ·--·

-----··

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Project Title: Report date: 09/15/17

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'"'"'" ••......•... ··--······· -···-·--· ..

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,I\/. COMcheck Software Version 4.0. 7 .0

V 1 Inspection Checklist Energy Code: 2015 IECC

Requirements: 100.0% were addressed directly in the COMcheck software Text !n the "Comments/Assumptions" 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.

r·:sw1on, , , ·, • .,, t~ ., ,, '·f,·,,,,,.,,, ,.,, . : . ,:,, ., .. ,. ,. '.I' ~&..!<J .. :,bl:_~·~-·. Pifti>M~,~.&::<" _li: ,~!!:::(::;:J:;2.:;;~~~:~~~~-=--~ :_ ~-~c103.2 ·Plans, specifications, and/or Ocomplies Requirement wm be met. 'i!PR2J1 calculations provide all information :DDoes Not , with which compliance can be

determined for the mechanical 'ONot Observable systems and equ1pment and 0Not Applicable document where exceptions to the

I, standard are claimed. load

calculations per acceptable

1 engineering standards and handbooks. 1 .....•.• , .. ,.,-·------··

!C406 Plans, specifications, and/or Ocompl!es --~~-···-~·-····-·

Requirement will be met, ---------------·--------

! [PR9jl calculations provide an information DDoes Not i wrth which compliance can be J · determined for the additional energy ,ONot ObSlc!rvabfe L ___ .•cff,=",'•,,"~'Y~P~"c'~·~·~·~o~p~tio~,~·~'----•~o_N_o_t_•_P_P_"_"_b_l• _____________________ _ Additional Comments/Assumptions:

~TloW ;m·pact ,Tier31 =...J. -- --- ---- --- - -- ..

Project Tltte: Report date: 09/15/17

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~-~~i~J p;~'.1:~~~~~~:ttt~r, t'.'.'.'.\'. ""'' = ~:. '."""· .,.·-···-.:.:,.:.: .. :;. __ " __ - ~-~-C404, 7 Water distribution system that pumps '0Complies Exception: Requirement does not apply.

l[PL8P water from a heated-water supply :00oes Not pipe back to the heated-water source through a cold-water supply pipe is a ONot Observable

, demand recirculation water system. ONot Applicable i Pumps within this system have I controls that start the pump upon 1 receiving a signal from the action of a ! user of a fixture or appliance and I limits the temperature of the water

· entering the cold·water p1p1ng to 104°F. L. __ _".e:'.'.,_~~---~~--------· --·---~~~-------------·,--~

Additional Comments/Assumptions:

!_~_[ Hi9h 1~pa':~ (Tie_r_ l!_ ~'J~f~~ium !mpa~!J!!~r 2) =-:::EfilLo~ lf!ipact (Tier 3) ________ .::.:=.:ccc.==.c:=== Project Title: Report date: 09/15/17

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j __ .....L...J.L.I._J...!..A_.:aJI.-----···----·~---, ... ,__. __ ,_-------··

:;£~"J __ ~~~-:~-~~-~-undation ~n~-pe~::_L __ ~~mp~1_ .. _, _LI____ _ __ c_omm_ ·-~-~~1.$::':~~~ .. C403.2.4. Snow/ice melting system sensors for Dcomp!ies Exception: Requirement does not apply. 5, future connection to controls. Freeze DDoes Not C403.2.4. protection systems heve automatic 6 controls installed. (F09)3

Additional Comments/Assumptions:

Project Title:

ONot Observable ONot Applicable

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Page 3 of 11

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' ··--·-·--·--· .. ----·-· '···---------·-----l

:;:;: l ... M.ech~~l.cai ~ough-ln fnspecti_o:l Complle~?-- .J. ---·---···- ·---~~-~-'":~~~~~.~ns ', , ' ,

, , ,'.' '

'. -.: ' : '. ,; : ~: (402.2.6 Thermally ineffective panel surfaces of.DCornplies ,Exception: Requirement does not apply, [ME41P sensible heating panels have :Dooes Not '

ins.u!ation >= R-3.5. :ONot Observable: '.DNot Applicable

IC403.2 12 HVAC fan syStems at d~lgn :ocomp!ies

1.1 cond1t1ons. do not exceed allowable iDDoes Not {ME£S P fan system motor nameplate hp or fan :.D Ob bl See the Mechanical SyrtEms list for values.

system bhp. · Not s.erva e. ,__ -- nNot Applicable C403.2.12 HVAC fan systems at design ---~;;~plies .1 conditions do not exceed allowable Dooes Not [ME65P fan sys.tern motor nameplate hp or fan :0 N Ob ble: See the Meehan/car Systems list tor values

system bhp. : at serva :DNot App!lcable

. ·--- - -

Exception: Requirement does not apply.

Exception: Requirement does not apply. ·-··---,-~--~--!

Ctl'o:i.2.12 HVAC fan SYstems at design------ --- Deoni'Piie5 . -·--e~~eption: ReQUirement d~~ not appiy.' .1 conditions do not exceed allowable -D0oes Not IME65)3 fan system motor nameplate hp or fan :0 b s~ t.tmMet:hanical Systems list for values.

system bhp. '. Not O servable :ONot Appllcab!e

C403.2.12' 'fam have efficiency grade (FE.Gi >= ;OComplies ----·· .. -.-.-..,-.·.·,·s·,n··.··1.·,··a~~-;ith motor nameplate tiorsepowerof = .3 , .67. The total efficiency of the fan at ;ODoes Not 5 hp. tMEl17F :the design point of operation<= 15%]

of maximum total efficiency of the ,DNot Observable fan. !ONot Applicable

~...1.-~" -"""' -

('.:403.2..12 Fans have efficiency grade (FEG} >= [:kOm?lieS .$ ' . _ 67, The total efficiency of the fan at ;D0oes Not IME117f the design potnt of operation<= 15%

of maximum total efficiency of the ONot Observable

----- - - - -Exception: Single fans with motor nameplate horsepowerof"" 5 hp.

fan. ;DNot Applicable ~------.-- CC..--.~------~--···- ---~--------' C403.2.12 Fans have efficiency grade (FEG) >= Oeompues 'Exception: Single fans with motor nameplate horsepowerof = ,3' 67. The total efficiency of the fan at DDoes Not 5 hp. ME1i7P the design point of operation<= 15% 'ONot Observable,

of maximum total efficiency of the fan. ,ONot Appllcable

&_Oi2.13 Unenclo5~ ;;ces that~~-heated {Mf71P use only radiant heat.

l-,-,-. .'--.. --C403.2.3 HVAC equipment efficiency verified. {ME5SP

"'.OCompii~ '.Oooes Not

:oNot Observable DNot Applicable

OComplies ;DDoes Not

'ONot Observable

;Exception: Requirement does not apply.

5~ the Mechanical Systems list for values

--·--··-·------------~O=Not Applicable ------·--·-------C403.2.6. Demand control ventilation provided 0Complies Exception: Requlreme~t does not apply. 1 for spaces >500 ft2 and >25 ,Dooes Not [ME59Jl people/1000 ft2 occupant-density and ·oNot Observable

served by systems with air side economizer, auto modulating outsfde '.ONot Applicable air damper control, or design airflow ,

______ _?_~_.~oo ctr:i::.. ________ ... _.----~-----------··---------·-· (403.2.6. Enclosed parking garage ventilation ;OComplies Exception: Requirement does. not apply. 2 has automatic contaminant detection :Dooes Not [MEllSP and capacity to stage or modulate

fans to 50% or less of design capacity. :DNot Observable :DNot Applicable -·-----------------,--~-~~=~----------------------.J

C403.2.7 Exhaust air energy recovery on ;Ocornp!ies [ME57P systems meeting Table C403.2.7(1) DDoes Not

and C403.2.7(2J. ;ONot Observable: '.DNot Applicable ,

Exception; ReQuirement does not apply.

l_:QHigh Im~~~ (r1er 1CITJ~~~!!-l:" Impact (Tier_2J I 3 !tow Impact (Tier 3} ...--, - ""''"'"'"""

Project Title: Reportdate: 09!15/17

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ENERGY CODE PROGRESS INSPECTIONS

y N PROGRESS INSPECTIONS

PROTECTION OF FOUNDATION INSULATION (IA1), (IIA1) INSULATION PLACEMENT AND R VALUES (IA2), (IIA2)

FENESTRATION THERMAL VALUES AND RATINGS (IA3), (IIA3)

FENESTRATION RATINGS FOR AIR LEAKAGE (IA4), (11A4)

• FENESTRATION AREAS (IA5), (IIA5)

AIR SEALING AND INSULATION· VISUAL (IA6), (IIA6)

AIR SEALING AND INSULATION - TESTING (IA7), (IIA7)

PROJECTION FACTORS

LOADING DECK WEATHER SEALS {IIA8)

VESTIBULES (IIA9)

FIREPLACES (IB1), (IIB1)

DAMPERS INTEGRAL TO BUILDING ENVELOPE (IB2), (IIB2) HVAC AND SERVICE WATER HEATING EQUIPMENT (IB3), (IIB3) HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS (IB4), (IIB4) DUCT PLENUM AND PIPING INSULATION AND SEALING (185), (IIB5) DUCT LEAKAGE TESTING (IB6), (llB6)

ELECTRICAL METERING (IC1). (IIC1)

LIGHTING IN DWELLING UNITS (IIC2)

INTERIOR LIGHTING POWER (IC2), (IIC3)

EXTERIOR LIGHTING POWER (IIC4)

LIGHTING CONTROLS (IIC5)

EXIT SIGNS

TANDEM WIRING

ELECTRICAL MOTORS (IIC6)

MAINTENANCE INFORMATION (ID1), (1101)

PERMAMENT CERTIFICATE (102)

SPECIAL INSPECTION ITEMS REQUIRED YES NO SPECIAL INSPECTIONS

PHOTOLUMINESCENT EXIT PATH MARKINGS (BC 1024.B, BC 1704.30)

EMERGENCY POWER SYSTEMS GENERATORS (BC 1704.31)

SMOKE CONTROL SYSTEMS (BC 1704, 15)

MECHANICAL SYSTEMS (BC 1704.16)

FUEL-OIL STORAGE AND FUEL-OIL PIPING SYSTEMS (BC 1704.17)

HIGH PRESSURE STEAM PIPING (WELDING) (BC 1704.18)

FUEL-GAS PIPING (WELDING) (BC 1704.19)

SPRINKLER SYSTEMS (BC 1704.23)

. STANDPIPE SYSTEMS (BC 1704.24)

HEATING SYSTEMS (BC 1704.25)

. .

CHIMNEYS (BC 170426)

. FIRE-RESIST ANT PENETRATIONS & JOINTS (BC 1704.27)

ENERGY CODE COMPLIANCE INSPECTIONS (BC 110.3.5)

ENERGY ANALYSIS DRAWING LIST EN~101.00

EN-102.00

ENERGY ANALYSIS COMPLIANCE SHEET I

ENERGY ANALYSIS COMPLIANCE SHEET II

ENERGY ANALYSIS (DUCTWORK INSULATION)

ITEM DESCRIPTION

ALL SUPPLY DUClWORK ALL OUTDOOR DUCTWORK ALL OUTSIDE AIR OR MIXED AIR DUCTWORK AND LOUVER BLANK OFF PANEL

NOTES: ---

PROPOSED DESIGN VALUE

R-VALUE > 3.5 R-VALUE > 3.5

R-VALUE 2 3.5

CODE PRESCRIBED VALUE

R-VALUE > 3.5

R-VALUE 2 3.5 R-VALUE 2 3.5

R-VALUE 2 3.5

1. ALL SEALING TAPE SHALL CONFORM TO UL-181A OR UL-1818 WHEN USED AS A PRIMARY SEALANT.

ENERGY ANALYSIS (HVAC PIPING INSULATION)

DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIBED VALUE

HEATING HOT WATER

NOMINAL PIPE NOMINAL PIPE NOMINAL PIPE NOMINAL PIPE DIAMETER < 1.5" DIAMETER > 1 S DIAMETER < 1.5" DIAMETER > 1.5"

2 2

REFRIGERANT 1 1-1/2 1-1/2

CITY COLD WATER

1-1/2" 1-1/2~ 1-1/2~ 1-1/2"

ENERGY ANALYSIS (PLBG PIPING INSULATION)

DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIBED VALUE

HEATING HOT WATER

NOMINAL PIPE NOMINAL PIPE NOMINAL PIPE NOMINAL PIPE DIAMETER <1.0" DIAMETER 1-1.5" DIAMETER< 1.o~ DIAMETER 1 -1.5"

0,5' OS OS

ENERGY ANALYSIS (PLBG PIPING INSULATION) HEATING AND COOLING SYSTEM DESIGN LOADS FOR THE PURPOSE OF SIZING SYSTEMS AND EQUIPMENT HAVE BEEN DETERMINED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS.

SERVICE WATER HEATING CALCULATION COMPLIANCE STATEMENT) HEATING AND COOLING SYSTEM DESIGN LOADS FOR THE PURPOSE OF SIZING SYSTEMS AND EQUIPMENT HAVE BEEN DETERMINED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS.

DAN IONESCU I ARCHITECTS

253 Fifth Avenue New York, New York 10016 212.253.5577 www.diarch.net

le PIETRZAK & PFAU T ENGINEERING&: SURVEYINC,PLLC

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

Wexler Associates Structural Engineers

12 West 32nd Street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

111 WEST 33RD STREET 18TH FLOOR New York, New York 10001 212.967.8944 www.twigcon.com

FALLSBURG SUBMISSION 09.20.17

Issue:

DOB STAMP:

PROJECT:

PRIVATE RESIDENCE

ADDRESS:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY

Project No:

Scale: NTS,

Date:

Drawn By:

1ST FLOOR-ROOF MECHANICAL INTERNATIONAL CODE COMPLIANCE

171042

920.2017

RS/CS

Approved By: DI

Date:

rs? OF 83

EN-101.00 Pnnled on 9.20.2017

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Page 12: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

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! :;:~:r M~:~an:cat Rough-In ln~pectio:-1--~om~~:~1 I . ·- --~,, ComtuentS!A~lo~s~~-'. ~ -- _;,. ~ :>1 t-;-~--- -- ~ -- __J.:_ - -- ------ ---~--------'--"'--'--"-,_,, ___ ._._ iC403 2 8 Kitchen exhaust systems comply with Dcompt1es Exception: Requirement does not apply. l[MEU6P -replacement air and cond1t1oned Dooes Not . i • supply air lim1tat1ons, and satisfy hood ON t Ob bl i I rating requirements and maximum O O serva e

exhaust rate cntena Not Applicable

~03 2.9 HVAC ducts and plen~;;~~~ated--Ocomplles Exc;,;ilom Re(lu1re;ent d~;s~PP1-,---------E60]2 Where civets or p!enums are installed Dooes Not

in or under a slab, ver1f1cat1on may

I need to occur dunng Foundation DNot Observable Inspection DNot Applicable

!-C40!f.2;9~ucts o1nd plenums sealed based on Dcomplles Requirement will be m;t ___ ------------ ---1

rc:::·:.;·::~:~:::':~~:.::1

:::

0

~,,~;-- ~~~f sf i:~:'.~' .~~~.~~; Req,,;~ment does ,ot ,0,1, - - - --·

11.-3 column requires air leakage testing Dooes Not ] 1ME11]1 1 DNot Observable

C:403.2.a :ouctwork operating >3 1n. ~~ter ....... 1.3 column requires air leakage testing.

0Not Applicable

DcompHes Dooes Not

[MEllP i ONot Observable

exception: Requirement does not <1pply

1 DNot Applicable 1--~----------------~=--~~--------------------------IC403.2.'9. Ductwork operating >3 in. water Dcomplies [1.3. · column requires air leakage testing. Dooes Not

l[MEllP ONot Observable

Exception: Requirement does not apply.

I • 0Not Applicable

lc403.4.2. o'pen- or ~ioSed circUit coo!irlg to·wers Ocomptlf!s · ·Excepti.in; Requirement doe-,-n·o-,.--·,·,-1v···_ -- --- .-.. -·-----3.2.2' have a separate heat exchanger to Dooes Not

l[ME.1221-' isolate the cooling towedrom the ON t Ob bl ,1·

I heat pump loop, and heat loss is O serva e controlled by shutting down the 0Not AppHcable circulation pump on the cooling tower

\c4Q~.4:2 .. ~;:~- or c1~sect- circuit coolin-g towers Dcomp11es ----Excepl:IQ-;;·; Req·~irCme-nt ctOesnot app1y,-------- ----- j

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13.2.2 'have a separate heat exchanger to Dooes Not 1'

[MEi-2213 Isolate the cool mg t-ower from the · heat pump loop, and heat loss Is DNot Observable .

1 controlled by shutting down the DNot Applicable I 'circulation pump on the cooling tower I ·r--'-'----loop, - -· - ---- ---------- ----- -- ------------ -- --------------------C4Ql.4.i. o_ pen- or closed_ circuit cooling towers Dcompfies Exception: Requirement does not apply. 3.?·-7- have a separate heat exchanger to DDoes Not (ME122J1 isolate the cooling tower from the ON t Ob bl

heat pump loop, and heat loss is O ser;a e controlled by shutting down the DNot Applicable circulation pump on the cooling tower

~-,_._, __ loop.····------· -~--~----~---~-~-c--c---~--------------(403.4.4. Multiple zone VAV systems with DDC DComplies Exception: Requirement does not apply.

16 of individual zone boxes have static Dooes Not '{ME110J1 , pressure setpoint reset controls. O See the Meehan/cal Systems 11st for values.

Not Obsen1able

-·---·-··---------· ··----- ·-----~-·---·-- _ DNot Applicable C403.4.4. Multiple zone VAV systems with DOC DComplies Exception: Requirement does not apply. 6 of individual zone boxes have static Dooes Not

I [MEllOJl pressure setpomt reset controls. O · Se,e the Mechimicar Syswms fist tor valu&s. Not Observable

~--------------------gNot App_l_k_a_b1_, ____________________________ ~

r 1·:High Impact (TiE'r 1) ! 2:'. :Medium lmpaCt (Tier 2) '_3 :low Impact mer 3) ' -----··- -- ---- -----~- ,I. ---------- ---- -~-~. ·-------- ., .. _,_

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Sectlou r ::r:::- " "" . -~.TJ::. &_J(}.~-- Fi~al lr1$pe~~n _ _ ! _ ~~mplle$: ]L_~~~- _ _ _ _ Com~:~~/~~-su~~~n~- ___ ~- _ --~--2--:

C408.2.l Commissioning plan developed by Dcomplies Requirement will be met. !Fl28]1 registered design professional or Dooes Not

approved agency DNot Observable DNot Applicable

:1· .--

:1

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C408.2.3. HVAC equipment has been tested to Dcoffiplies 1 ensure proper operation. Dooes Not

Requirement will be met.

(F131] 1 ONot Observable I I 0Not Applicable C408 2 3 - HvAC control systems ha~e been - oCOmpiieS ___ --R-eQlli~e-ment wil-1 be-~e-t:--- - - - - - -- -2 tested to ensure proper operation, Dooes Not

l{FllO]l calibration and adjustment of controls, ONot Obsen1able

0Not Applicable

-- __ J -

I i 1,(408.2.4 {Fl29] 1

I 1~408.2.5,

{Fl7)S

I

C408.2.5. 3 [F143]1

Preliminary commissioning report completed and certified by registered design professional or approved agency.

Furnished HVAC as-built drawings submitted w;thin 90 days of system acceptance

An air and/or hydronic system balancing report is provided for HVAC systems.

Dco~Piie~ Dooes Not

ONot Observable 0Not Applicable

- -Requirement will be met.

·ocompiies Requirement will be met. Dooes Not

0Not Observable 0Not Applicable

DcomP!ies Dooes Not

ONot Observable DNot Applicable

-Requirement will be met.

- -I

1~408 2 5~ t~1r~i~~~r;;~s;~o;1~~;~f~:~~~:~·-·- 8~~~:~~!-·- --R-;;ire;;;;t-wi11-b·;~-et --- -- ---·-··-·----·-·---

! [F130]1 receipt of certificate of occupancy. _J ONot Observable I DNot Applicable ~---~-----Additional Comments/Assumptions:

1 ;High Impact [Tier 1) r 2· [ Medium lmPact (Tier 2) . 3 jLow Impact \Tier 3)___j -···---- ..... ,-----·---------~ .. ------------·--- _____ ,, _______ ,.,,_, __ Project Title: Data filename P:\T.W.I.G\TWIG CONSUL TING\Projects\DI-Architects\Thomas Education Center\EN\EN.cck

Report date: 09/15/17 Page 10 of 11

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L---·-· ----~ -- ------- ----------··----------·---- ---·----· ·---·-------"--

Se-l:twn • _]_:P'""" '"' . , .. , ,< ,,,"', ~

A~:9:!i _M~e-b.~:~~~~~gh~tt~P«uo~i;;_~~fflpil~?.:::f: ~·/, :·/ e~~~/~:1"~~- 0

------· _ _:~~

C403 4 4 Mu_lt1ple zone VAV systems with DOC Ocomphes Exception: Requirement does not apply I 16 of md1vidua1 zone boxes have static ,Dooes Not [MEl 10P pressure setpoint reset controls. 'ON Ob bl See the Mochanlcal S~tems 1/st fur values.

/ ot serva e,

!·-·- .. --,- _ ----· ____ , ___ --~-N?_t_A~pl!~.'.3~e __ :" ... ---- ___ ___ -·-----·--------! I C4. 08.2.2. Air outlets and zone terminal devices 'OCompl!es ! Exception: Requirement does not apply, l have means for air balancing. '.Dooes Not

I [ME'53"J' ONot Observable

L.---------------~O=N~ot~A~p~p~i;~ca~b~l•'--'----------------------1 Additional Comments/Assumptions:

[}:THig_h lmpac_t (Tier 1)---~edium Impact {Tier 2) -~-:i_ jLow lmpac_t (Tier 3) ___ J Project Tftle: Report date: 09/15/17 Data filename· P:\T.W I.G\TWIG CONSULTING\Projects\01-Arch!tects\Thomas Education center\EN\EN.cck Page s of 11

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Report date: 09/15/17 Page 11 of 11

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_ _'._L ____ J. __ !JlillllHIII HM tffl!t)fflffill

·-·:r· --------------- I I . '".

J - : & R!.~ID ___ -· -· --~-i::l ln~~ed~~n i Complies? Comments/~~.:-~~=--~-·:'._-. _;;_;; C303.3, Furnished O&M manuals for HV_A_C_~_Ocomplies RequirerT\ent :_;;illbe!TI;t:---C408.2_5 systems within 90 de1ys of system Dooes Not 3 acceptance. [F18P ONot Observable

0Not Applicable

··-···--------- ·-·-----C403.2.2 {F127P

HVAC systems and equipment capacity does not exceed calculated loads.

Ocomplies Dooes Not

ONot Observable

~·-· . .. _ __ __ _ __ _ ___ ------· _____ DNot Applicable

controlled by a thermostat control. Dooes Not Minimum one hum1d1ty control device per installed DNot Observable humid1fication/dehumidification 0Not Applicable

Requirement will be met.

IC4032 4 He __ "_Ing and cooling t-0 each zone i-S TJc~;:;,·p1ies- - - -Require~~t Wil1 be ~-et~

.~Y~~!:!:I.:. ---------------- --~-"~------------ ----------j C403.2.4. Heating and cooling to each zone 1s DComplies Requirement will be met. 1 controlled by a thermostat control. Dooes Not [F/47P Minimum one humidity control device

per installed DNot Observable humidification/dehumidification 0Not Applicable system. ----- -~~------------------·------------~

C403.2.4. Heating and cooling to each zone is Dcomplies 1 controlled by a thermostat control. Dooes Not

Requirement will be met.

per installed humidification/dehumidification DNot Applicable l!Fl47P . Mini_rnum one humidity control device ONot Observable

___ , ___ system. ______ _________ -· C403.2.4. Heat pump controls prevent Ocomplies Requirement will be met.

.1 supplemental electric resistance heat Dooes Not [Fl42}3 from coming on when not needed

i ONot Observable l DNot Applicable jC403.2A, Heat pump controls prevent - Dc~mplieS ___ Re_q_o __ " __ e_m_e_n_t_w_U_I b-,-m-,-,_--- -------- --- --- -------1.1 supplemental electric resistance heat DDoes Not [Fl42]3 from coming on when not needed.

- ··-·--··---· ··-------C403.2.4. Heat pump controls prevent 1.1 supplemental electric resist;:mce heat [Fl42]~ from coming on when not needed.

-···-· C403.2.4. 1.2 [Fl38]l

Thermostatic controls have a 5 °F deadband

DNot Observable 0Not Applicable "----~~--~----------------Dcomplies Requirement will be met. Dooes Not

DNot Observable DNot Applicable

Dcomplies Dooes Not

0Not Observable DNot Applicable

- ---Requirement will be met.

C403.2.4. 1.3 [Ft20JJ

Temperature controls have seti,"oint Ocomp1ies -------------------------

Requirement will be met. overlap restnctions. Dooes Not

---------------C403.2.4. Each zone equipped with setback 2 controls using automatic time clock or [F13gp programmable control system.

C403.2.4. 2.1. C403.2.4. 2.2 [F140)3

Automatic Controls: Setback to 55°F (heat) and 85~F (cool); 7-day clock, 2-hour occupant override, 10-hour backup

DNot Observable DNot Applicable

Dcomp!ies DDoes Not

0Not Observable DNot Applicable

Dcomphes DDoes Not

DNot Observable DNot Applicable

Requirement wl!I be met.

Requirement will be met

Project Title· Report date: 09/15/17 Data filename: P:\T,W-'-G\TWIG CONSULTING\Projects,01-Architects\Thomas Education Center\EN\EN.cck Page 9 of 11

-- .. ,·----

-

-

-

:

ENERGY CODE PROGRESS INSPECTIONS y N

/

PROGRESS INSPECTIONS

PROTECTION OF FOUNDATION INSULATION (IA1), (IIA1) INSULATION PLACEMENT AND R VALUES {IA2), {IIA2)

FENESTRATION THERMAL VALUES AND RATINGS (IA3), (IIA3)

FENESTRATION RATINGS FOR AIR LEAKAGE {IA4), (IIA4)

FENESTRATION AREAS (IA5). (IIAS)

AIR SEALING AND INSULATION - VISUAL (IA6), (IIA6)

AIR SEALING AND INSULATION - TESTING (IA7), (IIA7)

PROJECTION FACTORS

LOADING DECK WEATHER SEALS (IIA8)

VESTIBULES (HA9)

, FIREPLACES (181). (1181)

DAMPERS INTEGRAL TO BUILDING ENVELOPE (182). (1182) HVAC AND SERVICE WATER HEATING EQUIPMENT (IB3), (1183) HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS (184). (1184) DUCT PLENUM AND PIPING INSULATION AND SEALING (IB5), (1185) DUCT LEAKAGE TESTING {IB6), (1186)

ELECTRICAL METERING (IC1), (IIC1)

LIGHTING IN DWELLING UNITS (IIC2)

INTERIOR LIGHTING POWER (IC2), (IIC3)

EXTERIOR LIGHTING POWER (IIC4)

LIGHTING CONTROLS (IICS)

EXIT SIGNS

TANDEM WIRING

ELECTRICAL MOTORS (IIC6)

MAINTENANCE INFORMATION {ID1), (1101)

PERMAMENT CERTIFICATE (ID2)

SPECIAL INSPECTION ITEMS REQUIRED YES NO SPECIAL INSPECTIONS

- PHOTOLUMINESCENT EXIT PATH MARKINGS (BC 1024.8, BC 1704.30)

- EMERGENCY POWER SYSTEMS GENERATORS (BC 1704.31)

SMOKE CONTROL SYSTEMS (BC 1704.15)

-MECHANICAL SYSTEMS (BC 1704.16)

._- FUEL-OIL STORAGE AND FUEL-OIL PIPING SYSTEMS (BC 1704.17)

HIGH PRESSURE STEAM PIPING (WELDING) (BC 1704.18)

FUEL-GAS PIPING (WELDING) (BC 1704.19)

.. , SPRINKLER SYSTEMS (BC 1704.23)

·: STANDPIPE SYSTEMS (BC 1704.24)

HEATING SYSTEMS (BC 1704.25)

'-._ CHIMNEYS (BC 1704.26)

FIRE-RESISTANT PENETRATIONS & JOINTS (BC 1704.27)

ENERGY CODE COMPLIANCE INSPECTIONS (BC 110.3.5)

ENERGY ANALYSIS DRAWING LIST EN-101.00

EN-102.00

ENERGY ANALYSIS COMPLIANCE SHEET I

ENERGY ANALYSIS COMPLIANCE SHEET II

ENERGY ANALYSIS (DUCTWORK INSULATION) ITEM DESCRIPTION

ALL SUPPLY DUCTWORK ALL OUTDOOR DUCTWORK

ALL OUTSIDE AIR OR MIXED AIR DUCTWORK AND LOUVER BLANK OFF PANEL

NOTES:

PROPOSED DESIGN VALUE

R-VALUE <!: 3.5 R-V ALLIE e!: 3.5 R-VALUE <!: 3.5

R-VALUE 2: 3.5

CODE PRESCRIBED VALUE

R-VALUE > 3.5 R-VALUE o!: 3.5 R-VALUE o!: 3.5

R-VALUE.:: 3.5

1. ALL SEALING TAPE SHALL CONFORM TO UL-181AOR UL-181B WHEN USED AS A PRIMARY SEALANT.

ENERGY ANALYSIS (HVAC PIPING INSULATION) DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIBED VALUE

HEATING HOT WATER

NOMINAL PIPE NOMINAL PIPE NOMINAL PIPE NOMINAL PIPE DIAMETER s 1.5" DIAMETER> 1.5" DIAMETER s; 1.5" DIAMETER> 1.5"

2 2

REFRIGERANT 1 1-1/2 1-1/2

CITY COLO WATER

1-1/2" 1-1/2" 1-1/2"

ENERGY ANALYSIS {PLBG PIPING INSULATION)

DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIBED VALUE

NOMINAL PIPE NOMINAL PIPE NOMINAL PIPE NOMINAL PIPE DIAMETER <1.0" DIAMETER 1 -1S DIAMETER< 1.0" DIAMETER 1 - 1.5"

HEATING HOT WATER 0.5" 0.5"

ENERGY ANALYSIS (PLBG PIPING INSULATION)

0.5"

HEATING AND COOLING SYSTEM DESIGN LOADS FOR THE PURPOSE OF SIZING SYSTEMS AND EQUIPMENT HAVE BEEN DETERMINED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS.

SERVICE WATER HEATING CALCULATION COMPLIANCE STATEMENT) HEATING AND COOLING SYSTEM DESIGN LOADS FOR THE PURPOSE OF SIZING SYSTEMS AND EQUIPMENT HAVE BEEN DETERMINED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS.

DAN IONESCU I ARCHITECTS

253 Fifth Avenue New York, New York 10016 212.253.5577 www.diarch.net

,.,L PIETRZAK & PFAU T ENCJNEERJNC &: SURVEYINC,PLLC

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

Wexler Associates

FALLSBURG SUBMISSION

Issue:

DOB STAMP:

PROJECT:

PRIVATE RESIDENCE

ADDRESS:

Structural Engineers

12 West 32nd Street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

111 WEST 33RD STREET 18TH FLOOR New York, New York 10001 212.967 .8944 www.twigcon.com

09.20.17

Date:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY

1ST FLOOR-ROOF MECHANICAL INTERNATIONAL CODE COMPLIANCE

Project No: 171042

Scale: N.T.S.

Date: 9.20.2017

Drawn By: RS/CS

Approved By: DI iss OF 83

EN-102.00 Pnnted on 9.20.2017

i :1 i

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i

Page 13: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

1.

STROBE ALARM

--------THERMOSTAT

80"

LIGHT SWITCHES

i NOTE ---

'121.. THERMOSTATS AND STROBE ALARMS SHALL ALIGN ABOVE LIGHT SWITCHES.

ELEVATION PER ARCHITECTURAL DOCUMENTS

WALL DEVICE LOCATION ELEVATION SCALE: N.T.S.

TABLE 3: TYPICAL MOUNTING HEIGHTS

WALL SWITCHES 48" (120 CM)

RECEPTACLE OUTLETS (GENERAL) 18" (45 CM)

RECEPTACLE OUlLETS 42" (105 CM), OR (KITCHEN, UlllllY ROOM, WORKBENCHES, ETC.) 6" (15 CM) ABOVE COUNTERTOP

SPECIAL PURPOSE OUTLET WITHIN 72" (180 CM) OF INTENDED USE

TELEPHONE OUllETS 18" (45 CM)

WALL INTERCOM STATIONS 48" (120 CM)

NIGHT LIGHTS 18" (45 CM)

WALL LIGHTING OUllETS 84" (210 CM)

THERMOSTATS 48•' (120 CM)

PUSHBUTIONS 48" (120 CM)

ELEVATOR AND HOISTWAY CONTROL BUTTONS 42" (105 CM)

BED LIGHTS 72•· (180 CM)

PATIENT BEDSIDE STATIONS 48" (120 CM)

96" (240 CM) WHEN POSSIBLE. OR 6" (15

CLOCK OUllET CM) BELOW CEILING. ABOVE DOORS,

CENTER THE CLOCK OUTLET BETWEEN DOOR TRIM AND CEILING

BELLS, BUZZERS, CHIMES 96" 9240CM) WHEN POSSIBLE, OR

6" (15 CM) BELOW CEILING

FIRE ALARM PULL STATIONS 48" (120 CM)

FIRE ALARMS (GONGS, BELLS, HORNS, LIGHTS) 80-' (200 CM) ABOVE FINISH LINE. OR

6" (15CM) BELOW CEILING

TABLE 3 DESCRIBES TYPICAL MOUNTING HEIGHTS FOR VARIOUS OUTLETS AND CONTROL DEVICES. ALL HEIGHTS ARE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE. THESE HEIGHTS COMPLY WITH THE REQUIREMENTS OF THE ADAG (AMERICAN WITH DISABILITY ACT GUIDELINES).

5. NECA-1 RECOMMENDED OUTLET MOUNTING HEIGHTS SCALE: N.T.S.

Nominal Serivce Utilization Nameplate NEMA

Standard -5°/o ,+5°/o -13o/o, +6°/o Motor -10%, +10%

120 114 - 126 104.4-127.2 115 103.5 - 126.5

208 197.6 -218.4 181 -220.5 200 180 -220

240 228-252 208.9 - 254.4 230 207 -253

277 263.2 - 290.9 241 -293.6

480 456-504 417.6-508.8 460 414 - 506

bandwidth bandwidth bandwidth 10°/o 19% 20%

6. NATIONAL STEADY STATE VOLTAGE REGULATION STANDARDS SCALE: N.T.S.

L l ~-_L • " __ c. ~J"hlill'IIIUNllrcm1nu1m11•um'IIJKiUIII

NOTES:

1. INCREASED GUTIERS MAY BE REQUIRED TO SUIT FEEDER CABLES.

N UTRAL SHALL PASS HROU SAME HOLE IN BARRIER AS PHASE 2. E T GH INCOMING FEEDER CABLES

CONDUIT (TOP OR

I BOTIOM ENTRAN_:_.r

SEE NOTE #1 -··1-DOUBLE SIZE NEUTRAL CONDUCTOR

_/

MAIN CIRCUIT BREAK (IF REQUIRED)

ER_./

-/

__..

1

1 Ii ~L

/ SECTION I

N I

I

CONDUCTORS.

--

PANEL SECTION II

--111 111 I N I

I

EUTRAL DOUBLE BU_

2. FEED THRU METHOD FOR MUL Tl-SECTION PANELBOARD SCALE: N.T.S.

TO 120 OR 277 VOLT

SOURCE. REFER TO

PLANS FOR CIRUIT No.

- L '

>--11--

-LIGITTING CONTROL -DEVICE -

-

I LAMP 1

n , , ~

LAMP2

FLOURESCENT

BALLAST

FLOURESCENT

EMERGENCY

POWER PACK

TS ' (

II

n I

TEST SWITCH POWER "ON" INDICATOR LED

NOTES:

1. THIS DIAGRAM INDICATES GENERAL ARRANGEMENT ONLY. EXACT WIRING QUANTITY AND CONNECTIONS SHALL BE IN

ACCORDANCE WITH MANUFACTURERS WIRING DIAGRAMS.

2. FOR 2'X2' & 2'X4' FIXTURES TEST SWITCH & LED SHALL BE MOUNTED ON AN ACCESSIBLE PORTION OF THE FIXTURE

HOUSING. FOR PL DOWNLIGHTS OR WALLWASHERS THE TEST SWITCH & LED SHALL BE MOUNTED ON AN ACCESSIBLE

PORTION OF THE FIXTURE HOUSING, IF THIS IS NOT POSSIBLE THEY SHALL BE MOUNTED ON AN ADJACENT CEILING

TILE UTILIZING A WHITE SINGLE GANG PLATE

3. EMERGENCY POWER PACK SHALL BE LIGHT ALARMS SERIES AM OR APPROVED EQUAL WITH A MINIMUM ILLUMINATION

TIME REQUIREMENT OF 90 MINUTES AND SHALL PROVIDE EMERGENCY ILLUMINATION OUTPUT TO ONE LAMP WITHIN A

FIXTURE AS FOLLOWS:

-SERIES AM12 (1100 LUMENS), FOR 2'X2' & 2'X4' FIXTURE.

-SERIES AM11 (650 LUMENS), FOR COMPACT FLUORESCENT FIXTURE WITH 7, 9 OR 13 WATT LAMPS AT95% OF

THE LAMPS RATED LUMEN OUTPUT.

-SERIES AM18 (850 LUMENS), FOR COMPACT FLUORESCENT FIXTURE WITH 10,13,16,18 OR26 WATT LAMPS AT

95% OF THE LAMPS RATED LUMEN OUTPUT.

4. UGHTING CONTROL DEVICE IS SWITCH, DIMMER, OCCUPANCY SENSOR, ETC .. AS DESCRIBED ON PLAN FOR EACH

APPLICATION.

TYPICAL DETAIL OF EMERGENCY LIGHTING FIXTURE 7. SCALE: N.T.S.

3.

8.

N

1.

2.

PIAND1YPE (TYPICAL)

HINGE

re ~

PANEL "RP-45E"

120/208V,3PH UNIT PANEL

I PHkBLA~1 PH B:BLUE PH C:RED )

B

S0URCE:DP-7E 1

I'\ - -

PANEL NAME

PANEL VOLTAGE & PHASE

PANEL SYSTEM

CONDUCTOR COLOR CODE IDENTIFICATION. MOUNT ON INSIDE COVER ABOVE SCHEDULE

PANEL SOURCE

PANELBOARD IDENTIFICATION DETAIL SCALE: N.T.S.

TORK ELECTRONIC TIMECLOCK MODEL# DGU100 TORK TIME SWITCH

OUTPUT TERMINALS

NO C NC ~

I

~ L

208 277 H N N 120 240 VAC c__ MOMENTARY CONTACT SWITCH

FOR TIMECLOCK OVERRIDE. C ON OFF TIME SWITCH 1NPUT POWER

DO NOT APPLY INPUT

VOLTAGE MAIN LOAD OUTPUT

TERMINALS

NC NO C

i TORK

MODEL# LOS-A

OTES:

CONTRACTOR SHALL SET TIMECLOCK PER OWNER'S REQUIREMENTS.

TIMECLOCK SHALL BE MANUFACTURED BY TORK (ASTRONOMIC TIMECLOCK).

TIMECLOCK LIGHTING CONTROL WIRING DIAGRAM SCALE: N.T.S.

I

DOOR TO COVER CIRCUIT BREAKER ONLY.

LOCK

s

., - cJ

- CONTINUOUS PIANO HINGE

4. DOOR IN DOOR COVER DETAIL SCALE: N.T.S.

H 120V

15A

N

J

1 LIGHTING LOAD VIA LOCAL SWITCHES

SPARE

I ' J_ J_ I~---== ---~

T T

LIGHTING LOAD VIA LOCAL SWITCHES

~ SPARE

I ' J_ J_ ~ ~--! ---- - -.-

T T

-

~

MECHANICALLY HELD ELECTRICALLY OPERATED REMOTE CONTROL RELAY SUITABLE FOR LINE TO

LINE VOLTAGE UP TO 600 VOLTS.

ASCO 917, 4 N.O. CONTACTS, 120V CONTROL VOLTAGE

IN NEMA 1 ENCLOSURE. INSTALL NEXT TO PANEL HLP-5

MECHAN1CALL Y HELO ELECTRICALLY OPERATED REMOTE CONTROL RELAY SUITABLE FOR LINE TO

LINE VOLTAGE UP TO 600 VOLTS.

ASCO 917, 4 N.O. CONTACTS, 120V CONTROL VOLTAGE

IN NEMA 1 ENCLOSURE. INSTALL NEXT TO PANEL HPP-7

DAN IONESCU I ARCHITECTS

253 Fifth Avenue New York, New York 10016 212.253.5577 www.diarch.net

J.c PIETRZAK & PFAU T ENGINEERING &- SURVEYTNG,PLLC

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

Wexler Associates Structural Engineers

12 West 32nd Street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

111 WEST 33RD STREET 18TH FLOOR New York, New York 10001 212.967.8944 www.twigcon.com

FALLSBURG SUBMISSION 09.20.17

Issue:

DOB STAMP:

PROJECT:

PRIVATE RESIDENCE

ADDRESS:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY

Project No:

Scale: NTS.

Date:

Drawn By:

Approved By:

CELLAR - ROOF ELECTRICAL DETAILS

171042

9.20.2017

RS/CS

DI

Date:

OOF 83

E-401.00 Printed on 9.20.2017

I

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Page 14: John Lyons 149 Wurtemburg Road - thebashakill...Grant & Lyons . John Lyons . 149 Wurtemburg Road . Rhinebeck, NY 12572 . Re: Thompson Education Center - Proposed Building . SBL: 65-1-11.59

PLUMBING NOTES

1. ALL NEW HOT AND COLD WATER LINES TO BE COPPER TUBING AND SHALL ORIGINATE ON THE SAME FLOOR FROM THE NEAREST WET COLUMN WITH PROPER ACCESS FOR MAINTENANCE. IF ATIACHED OR DISSIMILAR METAL, A CORROSION INHIBITOR IS TO BE PROVIDED.

2. INSULATE ALL WATER SUPPLY LINES.

3. WASTE LINES SHALL BE PROPERLY PITCHED TO PREVENT "TRAPPED" WATER. INSTALL WASTE LINE CONNECTIONS WITH LONG TERM OR 45" "Y" FITIINGS.

4. RETAIN EXISTING CLEAN OUT CONNECTIONS AND PROVIDE CLEAN OUT CONNECTIONS AT NEW FITIINGS.

5. WHEN CONNECTING NEW HOT AND COLD WATER LINES TO EXISTING RISERS, CONTRACTORS SHALL LEAVE A PLUGGED VALVED OUTLET FOR EACH, FOR FUTURE USE.

6. ALL NEW HOT AND COLD WATER LINES ATTENDANT FITTINGS MUST BE PROPERLY INSULATED AND COVERED.

7. INDIVIDUAL SHUT-OFF VALVES MUST BE SUPPLIED AND INSTALLED FOR EACH NEW FIXTURE, INCLUDING WATER COOLERS.

8. ALL NEW PIPES ARE TO BE SUPPORTED FROM SLAB OR STEEL BEAMS, NOT FROM EXISTING PIPES OR DUCT WORK.

9. ALL WATER SHUTDOWNS TO BE COORDINATED THROUGH THE BUILDING MANAGER. ALL WATER SHUTDOWNS ARE TO BE PERFORMED OR SUPERVISED BY BUILDING PERSONNEL, AT THE DISCRETION OF THE BUILDING MANAGER.

10. PLUMBER SHALL BE RESPONSIBLE THAT ENTIRE INSTALLATION IS IN ACCORDANCE WITH LOCAL AND STATE CODES.

11. PRIVATE BATHROOMS MUST BE INSTALLED ON MINIMUM 4" WASTE LINE.

12. ALL VALVES ARE TO BE PROPERLY TAGGED.

13. ANY WET COLUMNS USED SHOULD BE PROVIDED WITH A 24" x 24" STEEL SURFACE MOUNTED ACCESS DOOR.

14. HOT WATER HEATERS SERVING PRIVATE BATHROOMS, KITCHENS. ETC. ARE TO BE SUPPLIED FROM THE WET COLUMN THAT SUPPLIES THE COLD WATER TO THESE AREAS.

PLUMBING DEMOLITION NOTES

1. GENERAL

A. PRIOR TO PROPOSAL SUBMISSION, THIS CONTRACTOR SHALL VISIT THE SITE TO REVIEW THE EXISTING CONDITIONS ASSOCIATED WITH THE SCOPE OF WORK AND ADJACENT AREAS TO ASCERTAIN THE DIFFICULTIES WHICH WILL AFFECT THE EXECUTION OF THE WORK OF THIS CONTRACT.

B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE ABOVE SITE EXAMINATION HAS BEEN MADE AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.

C. DEMOLITION WORK SHALL INCLUDE ALL MATERIALS, LABOR, EXTENSIONS, CONNECTIONS, CUTTING, REPAIRING, ADAPTING AND OTHER PLUMBING WORK REQUIRED TO MAINTAIN SERVICE PENDING THE COMPLETION OF THE PERMANENT WORK. COORDINATE THE EXTENT OF DEMOLITION WORK WITH THE ARCHITECT AND BUILDING MANAGEMENT.

2. SCOPE OF WORK

A. ALL EXISTING WORK REQUIRED TO REMAIN BUT INTERFERING WITH PROPOSED NEW PLUMBING (AS WELL AS ELECTRICAL, MECHANICAL AND GENERAL CONSTRUCTION WORK) SHALL BE RELOCATED AND RECONNECTED USING MATERIALS CONFORMING TO STANDARDS OF THIS CONTRACT.

B. REMOVE ALL FIXTURES AS NOTED ON THE ARCHITECTURAL PLANS. PROVIDE TEMPORARY COVERS FOR HOT, COLD AND SANITARY CONNECTIONS DURING NEW CONSTRUCTION.

C. REMOVE BASE BUILDING PIPING AS INDICATED BELOW:

a. REMOVE ALL ABANDONED BASE BUILDING PIPING BACK TO THE EXISTING WET COLUMNS OR SHAFTS, OR AS NOTED ON DRAWINGS.

b. CONTRACTOR TO CONTACT BUILDING MANAGEMENT AND TENANT REGARDING REMOVAL SCOPE OF WORK TO MAINTAIN CONTINUITY OF ALL SERVICES TO ALL TENANTS WHO ARE TO REMAIN OPERATIONAL AND NOT BE AFFECTED BY DEMOLITION WORK.

c. ALL EXISTING BUILDING VALVES FOR DOMESTIC WATER MAINS AT SHAFTS ARE TO REMAIN.

D. PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING PIPING TO REMAIN WHICH ARE AFFECTED BY DEMOLITION OF EXISTING CEILING AND PARTITIONS.

E. ALL MATERIALS AND EQUIPMENT SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND ENVIRONMENTAL REGULATIONS.

F. COORDINATE WITH OWNER TO DETERMINE WHETHER EQUIPMENT IS TO BE TURNED OVER FOR FUTURE USE AND STORED IN THEIR ASSOCIATED STORAGE LOCATIONS.

PLUMBING LEGEND

T

'

r -

>-----4-------­

, . '

' I~

- -y

g

@

* ~

-

BUTTERFLY VALVE

GATE VALVE

EXISTING GATE VALVE

PRESSURE REDUCING VALVE

CHECK VALVE

EXISTING CHECK VALVE

BALL VALVE

PLUG VALVE

O,S&YVALVE

EXISTING O,S & Y VALVE

MIXING VALVE

SOLENOID VALVE

VALVE WITH HOSE BIBB

STRAINER WITH BLOW OFF VALVE

STRAINER

FLOOR DRAIN

CLEAN OUT DECK PLATE

FUNNEL FLOOR DRAIN

STRAINER

LADDER

a--------, PIPE UP

C--->

[--->

' ' ' 5'

' cp

' ' ill ' ,-..., T f---->

>----CD---<

PIPE DROP

BOTIOM CONNECTION

TOP CONNECTION

CAP

PLUG OUTLET

CLEANOUT

FRESH AIR INLET

HOUSE TRAP

SHOCK ABSORBER

PIPE SENSOR WELL

VACUUM BREAKER

VACUUM BREAKER

PIPE GUIDE

UNION

PIPE SLEEVE

FLOW SWITCH

PRESSURE GAGE

THERMOMETER

THERMOWELL

DOMESTIC WATER METER

., ELECTRONIC WATER COOLER

Ira TWO-COMPARTMENT SINK

m THREE COMPARTMENT SINK

co WATER CLOSET

IZI MOP RECEPTOR

0 LAVATORY

[ZJ MOP RECEPTOR

El KITCHEN SINK

(:) SLOP SINK

[8] SHOWER

DI BATHTUB

m::,, BIDET

[D WATER CLOSET (FLUSH VALVE-WALL HUNG)

[JD WATER CLOSET (FLUSH TANK)

~ URINAL

[I LAVATORY

= TWO-COMPARTMENT SINK (ELEVATION)

fa E, EDA WATER COOLER ELEVATION

w WATER CLOSET (ELEVATION)

= MOP RECEPTOR (ELEVATION)

a BATHTUB (ELEVATION)

CJ KITCHEN SINK (ELEVATION)

""' LAVATORY (ELEVATION)

= THREE COMPARTMENT SINK (ELEVATION)

b BIDET (ELEVATION)

g ROOF DRAIN (ELEVATION)

d SLOP SINK (ELEVATION)

m WATER CLOSET (ELEVATION)

~ URINAL (ELEVATION)

[Y WALL HUNG WATER CLOSET (ELEVATION)

(NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT)

PLUMBING DRAWING LIST

1 P-101.00 CELLAR - ROOF: PLUMBING SYMBOLS & NOTES

2 P-201.00 CELLAR - ROOF: PLUMBING SPECIFICATIONS I

3 P-202.00 CELLAR - ROOF: PLUMBING SPECIFICATIONS II

4 P-203.00 CELLAR - ROOF: PLUMBING SPECIFICATIONS Ill

5 P-301.00 CELLAR: PLUMBING PLAN & NOTES

6 P-302.00 1 ST FLOOR: PLUMBING PLAN & NOTES

7 P-303.00 2ND FLOOR: PLUMBING PLAN & NOTES

8 P-304.00 ROOF: PLUMBING PLAN & NOTES

9 P-401.00 CELLAR - ROOF: PLUMBING DETAILS

10 P-501.00 CELLAR - ROOF: PLUMBING RISER DIAGRAM

11 P-601.00 CELLAR - ROOF: PLUMBING SCHEDULE

PLUMBING LINE REPRESENTATION

----------------

, , , , .

----·----

-"V\1-' ---

----·----

--------

---------

l( M )(

NEW COLD WATER PIPING

NEW HOT WATER PIPING

NEW HOT WATER PIPING WITH TEMPERATURE MAINTENANCE CABLE

NEW HOT WATER RECIRCULATION

NEW VENT PIPING

NEW SANITARY OR STORM WATER PIPING ABOVE

NEW SANITARY OR STORM WATER PIPING BELOW

NEW GAS LINE

NEW ACID WASTE PIPING

EXISTING COLD WATER PIPING TO REMAIN

EXISTING HOT WATER PIPING TO REMAIN

EXISTING HOT WATER RECIRCULATION PIPING TO REMAIN

EXISTING VENT PIPING TO REMAIN

EXISTING SANITARY OR STORM WATER PIPING ABOVE 4TH TO REMAIN

EXISTING SANITARY OR STORM WATER PIPING BELOW 4TH TO REMAIN

EXISTING PIPE TO BE REMOVED

PLUMBING DRAWING NOTATIONS

©

© ~ (>

ffi EB E9 EB --

DRAWING NOTE TAG

SECTION DESIGNATION ON DRAWING WHERE SECTION IS CUT A-SECTION DESIGNATION B-DRAWING NO.

POINT OF NEW CONNECTION TO EXISTING WORK

REMOVE AND PATCH EXISTING WORK

REVISION SYMBOL

FIRE STANDPIPE RISER DESIGNATION

PLUMBING RISER DESIGNATION

LEADER DESIGNATION

PIPING FLOW DIRECTION

TOWN OF FALLSBURG BUILDING DEPARTMENT PLUMBING NOTES

1. ALL PLUMBING WORK SHALL COMPLY WITH THE TOWN OF FALLSBURG BUILDING CODE, AND CHAPTERS 1 THROUGH 13 OF THE TOWN OF FALLSBURG PLUMBING CODE.

2. PROTECTION OF PIPING AS OULINED IN SECTION PC305 SHALL BE PROVIDED AS REQUIRED.

3. IN GENERAL, PIPING MATERIALS SHALL BE AS PER SECTION PC303.

4. CONSTRUCTION AND SPACING OF HANGERS AND SUPPORTS SHALL BE AS DIRECTED IN SECTION PC308.

5. WATER SUPPLY SYSTEM SHALL BE AS DIRECTED IN SECTIONS PC601 THROUGH PC613. VALVES SHALL BE PROVIDED AT RISERS AND ELSEWHERE AS PER SECTION PC606.

6. SANITARY MATERIALS, DRAINAGE, SIZING, GRADING, AND OFFSETS SHALL BE AS OULINED IN SECTIONS PC701 THROUGH PC715.

7. CLEAN-OUTS SHALL BE AS PER SECTION PC?OB.

8. TRAPS SHALL SHALL BE AS PER SECTION PC1002.

9.

10.

VENT MATERIALS, SIZING, GRADING, CONNECTIONS, LOCATIONS AND OFFSETS SHALL BE AS DIRECTED IN SECTIONS PC901 THROUGH PC919.

SPECIAL AND MISCELLANEOUS PIPING SHALL BE AS DIRECTED IN SECTION PC1201 THROUGH 1203.

AFF

BFP

CM

COOP

cw DIA

DN

EWC

FAI

FD

FFD

FL

FS

HB

HW

HWR

IM

LAV

LDR

MIN

MR

NO

RD

RPZ

RTU

s SH

ss UR

V

VB

VTR

w WH

WC

PLUMBING ABBREVIATIONS

ABOVE FINISHED FLOOR

BACKFLOW PREVENTER

COFFEE MAKER

CLEAN OUT DECK PLATE

COLDWATER

DIAMETER

DOWN

ELECTRIC WATER COOLER

FRESH AIR INLET

FLOOR DRAIN

FUNNEL FLOOR DRAIN

FLOOR

FLOOR SINK

HOSE BIBB

HOT WATER

HOT WATER RECIRCULATION

ICE MAKER

LAVATORY

LADDER

MINIMUM

MOP RECEPTOR

NUMBER

ROOF DRAIN

REDUCED PRESSURE BACKFLOW PREVENTER

ROOF TOP UNIT

SANITARY

SHOWER

SERVICE SINK

URINAL

VENT

VACUUM BREAKER

VENT THRU ROOF

WASTE

WALL HYDRANT

WATER CLOSET

(NOT ALL ABBREVIATIONS ARE NECESSARILY USED ON THIS PROJECT)

DAN IONESCU I ARCHITECT$

253 Fifth Avenue New York, New York 10016 212.253.5577 www.diarch.net

j,, PIETRZAK & PFAU T ENC/NEER/NC & SURVEYINC,PLLC

262 Greenwich Avenue Suite A Goshen, New York 10924 845.294.0606 www.pietrzakpfau.com

Wexler l\ssociate5 Structural Engineers

12 West 32nd Street 8th Floor New York, New York 10001 212.643.1500 www.nwexler.com

111 WEST 33RD STREET 18TH FLOOR New York, New York 10001 212.967.8944 www.twigcon.com

FALLSBURG SUBMISSION 09.20.17

Issue:

DOB STAMP:

PROJECT:

PRIVATE RESIDENCE

ADDRESS:

TOWN OF FALLSBURG SULLIVAN COUNTY, NY

Project No:

Scale: NTS.

Date:

Drawn By:

Approved By:

CELLAR-ROOF PLUMBING SYMBOLS & NOTES

171042

9.20.2017

RS/CS

DI

Date:

~3 OF 83

P-101.00 Pn~tedon 9.20.2017

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