HomeMy WebLinkAbout49314-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
` TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 49314 Date: 5/30/2023
Permission is hereby granted to
Adams, Jason
382 Van Brunt St
Brook) n, NY 11231
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
1650 Meda Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 113.-11-11
Pursuant to application dated 5/12/2023 and approved by the Building Inspector.
To expire on 11/28/2024.
Fees;
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $484.00
CO-ADDITION TO DWELLING $50.00
Total: $534.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
� " Telephone(631) 765-1802 Fax(631) 765-9502 https:l/www.s+ uthhc ldlc wnn
Date Recelved
APPLICATION FOR BUILDING PERMIT
J Y
For Office Use Only t r
PERMIT NO. Building Inspector:
Applications and forms must be filled out in their entirety.Incomplete MAY 1 2 2023
applications will not be accepted. Where the Applicant Is not the owner,an
Owner's Authorization form(Page 2)shall be completed. " r
Date:May 16,2023
OWNER(S)OF PROPERTY:
I
Name:Jason Adams & Eileen Shannon SCTM#1000-113-11-11
Project Address:1650 Meday Ave, Mattituck, NY 11952
Phone#:646-772-5336 1Email:jasonpeteradams@gmaii.com
Mailing Address:382 Van Brunt St., Brooklyn, NY 11231
CONTACT PERSON:
Name:Jason Adams
Mailing Address:382 Van Brunt St., Brooklyn, NY
Phone#:646-772-5336 Email:jasonpeteradams@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Michael Schmitt Architect, P.C.
Mailing Address:30 Vesey St.,PH, New York, NY 10007
Phone#:212-477-0906 Email:ms@studiomsa.com
CONTRACTORINFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure RAddition (®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $150,000
Will the lot be re-graded? ❑Yes IQ No Will excess fill be removed from premises? ❑Yes @No
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? ❑Yes WNo IF YES,PROVIDE A COPY.
W Cheek Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold.Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of bulctings.
additions.alterations or for removal or demolition as herein described.The applicant gees to comply with all applicable laws,crI building code,
housing code andihatlons and to admit authorized Inspectors on premissa and In building(s)for necessary Inspections.False statements made herein are
punishable as a Class A m sd'omsmw pursuer,to Section 210.45 of the New York State Penal law.
Application Submitted By(print name):Jason Adams ❑Authorized Agent INOwner
Signature of Applicant: Da 16,2023
STATE OF NEW YORK) I
ti�cI41il ' " irrJ � rrk� � �
SS:
COUNTY OF MCtLIlULLID ) ',s��� *� h One
Jason Adamsmw
being duly s d that(s)he is the applicant
(Name of individual signing contract)above n i
er, x
(S)he is the Owner
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
6th day of May 20 23
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
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A-103.00 ROOF PLAN 3/17/2023 ° "' I `L
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A-106.00 EXTERIOR WALL SECTIONS 3/17/2023 CL ,
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A-200.00 ELEVATIONS 3/17/2023
P-100.00 PLUMBING PLAN 3/17/2023
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FINAL SURVEY 04-15-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL z ~ `r
LOCA 7rON5 SHOWN ARE FROM FIELD OBSERVATIONS ✓:� 1` '`� '` " .• a`n z
REVISED 04-23-16 AND OR DATA OBTAINED FROM OTHERS. Q ^
AREA: 14,793.84 S.F. OR 0.34 ACRES ELEVA77ON DATUM: NA_vD88 3'dc• .i �-
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UNAUTHORIZED ALTERATION OR ADD1770N TO 7Nl5 SUR t/EY ISA V/OLATTON OF SECTION 7209 OF 774E NEW YORK STATE EDUCA77ON LAW, COPIES OF THIS SURVEY �`
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MAP NOT BEARING THE LAND SURVEYOR'S EM8OSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN S ` z�r42 _10 O
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UT70N Q
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777UTlON, GUARANTEES ARE NOT TRANSFERABLE.
174E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
N07INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE CREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE SIRU&yUURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY MARCH 17, 2023
SURVEY OF: PART OF LOTS 26,27 & 28 CERTIFIED TO: JASON ADAMS;
MAP OF: MAP OF LOTS LOCATED AT EILEEN SHANNON;
MATTITUCK L.I. PROPERTY OF WM. B. COOLING o
FILED: MAY 10, 1921 AS #745 LU
SITUATED AT: MATTITUCK
TOWN OF: SOUTHOLD KENNETH M WO'YCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design o AUGUST 16, 2016
t , P.D. Box 153 Aquebogue, New York 11931 w
FILE # 23-164 SCALE: 1 "=20' DATE: DEC. 18, 2003 PHONE (631)296--1588 rAX (631) 298-•1568 N.T.S.
N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. 8ennesay de Kenneth M. Royabuk
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EXISTING STRUCTURE
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+ + _4PORTION-OF DEC(CONSI�UCTED_PELOW GRAD + + + + + + + + + + + + + + + •2 + + + + + + + I
+ + +EL 31. + + + + + + �IIIALL-STOW EL1.0XISTING CONC RET NI + + + + + + + + + I
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MAX PERMITTED LOT COVERAGE = 2,958.80 SF o
TOTAL WITH PROPOSED ADDITIONS = 3,244 SF LESS PROPOSED DECK
CONSTRUCTED BELOW GRADE 687 SF = TOTAL LOT COVERAGE OF 2,557 SF MAY 2 6 2023 A�, MARCH 17, 2023
MAY 17, 2023
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DEMOLISH EXISTING PORCH AND FOOTINGS
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BEDROOM I I BEDROOM I I BEDROOM I REMOVE EXISTING FIXTURES
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REMOVE EXISTING VINYL SIDING
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EXISTING PROPANE TANK TO BE RELOCATED
DEMOLITION NOTES I I BATH
ENCLOSED (NO WORK)
REMOVE EXISTING STUCCO WALL FINISH I I PATIO
1. REMOVE ALL PARTITIONS, DOORS, FIXTURES, ETC. INC=DICTATED BY ---------- OF PLAN
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2. REMOVE ALL FINISH FLOORING IN BEDROOMS
3. REMOVE ALL EXTERIOR SIDING BACK TO WALL SHEATHING AS INDICATED
4. REMOVE ALL DRYWALL AT EXTERIOR WALLS IN BEDROOMS
5. REMOVE SOFFIT AND FASCIA AT ALL AREAS OF SIDING REMOVAL DEMOLISH EXISTING COURTYARD WALLS AND FOOTINGS
6. NO STRUCTURAL ELEMENTS ARE TO BE REMOVED
7. ALL PLUMBING AND ELECTRICAL LINES, WHICH ARE TO BE REMOVED OR RELOCATED ARE TO BE '- — — — — — — — — — — — O
CONCEALED PROPERLY AS PER CODE. �?
8. REMOVE AND PROPERLY TERMINATE ELECTRIC HEATERS IN BEDROOMS. U) Cfl
9. PROTECT ALL HEATING DUCTS FROM DUST INTRUSION. EXISTING STONE PATIO TO BE REMOVED . . Q M
10. ALL PLUMBING LINES TO BE CUT AND CAPPED AS REQUIRED. W 0 � @
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DOOR SCHEDULE Generated by REScheck-Web Software
HARDWARE Compliance Certificate
SYM NAME HEIGHT WIDTH THICKNESS ACTION MAT'L SET NOTES
Project 1650 Meday �' •� C
MARVIN ELEVATE SERIES Ener Coder O
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"NORTHFIELD"-SATIN NICKEL 9Y 2018 IECC
WOOD-ULTREXELSPD12080, Location: Mattituck,New York —�
A KITCHEN RO 8-0 RO 11-10 OXXO WOOD ULTREX PVD, HINGES-SATIN NICKEL �, h ` �. ^►
PVD LOW E3,COLOR BARE WOOD x Construction Type: Single-family � N�c
"EBONY" Project Type: Addition
Climate Zone: 4 (5331 HDD) f I .t " M (D
Permit Date: e- ,a- ry
11 PASSAGE SET AND THERMA-TRU PREHUNG Permit Number: ' (' Q
B UTILTIY 7-0 2-8 1-3/4 OUT SWING - RH FIBERGLASS DEADBOLT FIBERGLASS DOOR AND FRAME y� . 17742 Q Q
Construction Site: Owner/Agent: Designer/Contractor: Z y � L
1650 Meday Ave '"y�Q Z Q
Mattituck,NY 11952
C BATH CLOSET 7-0 2-0 1-3/4" BI-FOLD SC TRACK AND KNOB PAINTED GENERAL NOTES: O Q w
C-11 COAT CLOSET 7-0 2-6 1-3/8 BI-FOLD SC TRACK AND KNOB PAINTED Maximum SHG (n I-
Compliance:
C-12 LAUNDRY 7-0 4-0 1-3/8 TWIN SC KNOB AND CATCH PAINTED 1. ALL WORK TO COMPLY WITH 2018 IRC, NYS BUILDING CODE AND SOUTHOLD The%Better or Worse Than Code Index refects how close to compliance the home issbbased o code trade-off W u +M1µ+µ pW" - mw µ -ate
Compliance: 7.0 Better Than Code Maximum UZ. 72 C:0.40 Your SHGC 0.19 Q /'1 a
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TOWNCODE M DOES NOT provide an estimate of energy use or cost relative to a minimum-code home z
Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck.Each stab-on-grade 0
D BATH 7-0 2-6 1-3/811 SWING SIC PRIVACY SET 5 JAM B S
4 2. COMBINATION SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED AS assembly in the specified climate zone must meet the minimum energy code insulation and depth requirements. Q
ACCESS
E FLOOR HATCH 2-6 2-6 HINGED ALUMINUM DOORS BA-PPA PER IRC 314 IN EACH BEDROOM AND OUTSIDE OF THE SLEEPING AREA. ALL -�
DETECTORS TO BE INTERCONNECTED AND POWERED BY 120VAC. Envelope Assemblies
3. STORM WATER SHALL BE CONTAINED AND RECHARGED THROUGH DRYWELL0 MARCH 17, 2023
AS INDICATED ON PLANS. ` `
4. ALL WORK SHALL CONFORM TO NYS ENERGY CODE Ceiling:Cathedral Ceiling 380 21.0 28.0 0.020 0.026 8 10
Wall:Wood Frame,16"o.c. 1,164 24.0 0.0 0.054 0.060 49 54
5. CONTRACTOR TO COORDINATE ALL BUILDING DEPARTMENT INSPECTIONS AS Door;Glass Door(over 50%glazing)SHGC:0.19 96 0.290 0.320 28 31 Z
Vinyl Frame 0
WINDOW SCHEDULE REQUIRED INCLUDING BUT NOT LIMITED TO: Window:Un
5.1. FOUNDATION, FOOTINGS AND WALLS FOR POURED CONCRETE (TWO SHGC:0.19 167 0.290 0.320 48 53Lu
SYM NAME HEIGHT WIDTH NOTES Floor:Wall:All-WoodJoistnress 380 0.0 0.047 0.047 18 18
INSPECTIONS) Crawl Wall:Solid Concrete or Masonry
MARVIN ELEVATE SERIES WOOD-ULTREX 5.2. ROUGH FRAMING WalDepth belowheight:
:2grade:5' 2.0' 97 0.0 15.0 0.090 0.065 9 6
W01 BATH RO 1-7 5/8 RO 5-5 ELAWN 3319 2W, LOW E3,COLOR BARE WOOD Insulation depth:2.0'
x"EBONY",SATIN NICKEL HARDWARE 5.3. INSULATION Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
MARVIN ELEVATE SERIES ALL-ULTREX ELAWN 5.4. FINAL calculations submitted with the permit application.The proposed building has been designed to meet the 20181ECC requirements in W
5 REScheck Version:REScheck-Web and to comply with the mandato requirements listed in the REScheck Inspection Checklist. 1
W02 KITCHEN RO 6-11 RO 3-3 - 4119+ELCAP 4163 MULLED, LOW E3,COLOR mandatory a AUGUST 16, 2016
8 WHITE x"EBONY",SATIN NICKEL HARDWARE 5.5. ELECTRICAL ROUGH °
MARVIN ELEVATE SERIES ALL-ULTREX ELAWN 5.6. ELECTRICAL FINAL Name-Title Ignaure Date W
W03 KITCHEN RO 6-11 RO 2-1 2519+ELCAP 2563 MULLED, LOW E3,COLOR
WHITE x"EBONY", SATIN NICKEL HARDWARE 1/411 = 11-011
MARVIN ELEVATE SERIES ALL-ULTREX ELAWN
W04 KITCHEN RO 1-7 a RO 3-1 3719, LOW E3,COLOR WHITE x"EBONY",SATIN
NICKEL HARDWARE FLOOR PLAN
MARVIN ELEVATE SERIES ALL-ULTREX ELCAP
W05 MEZZANINE RO 6-1 RO 6-1
7373, LOW E3, COLOR WHITE x"EBONY", FIXED Project Title:1650 Meday Report date:03/10/23
Data filename: Page 1 of9
A- 1 0
3 X 8 JOISTS 24" OC TYPICAL
MEZZANINE
1. ALL WORK TO COMPLY WITH ALL CODES OF NEW YORK STATE RESIDENTIAL CODE 2020&TOWN CODES SECTION
R325
2. MEZZANINE AREA EQUAL TO 177 SF
OPEN TO ABOVE 3. AGGREGATE AREA OF KITCHEN/DINING/LIVING ROOM IS EQUAL TO 749 SF-MAXIMUM ALLOWABLE MEZZANINE
EQUAL TO ONE-THIRD OF THE FLOOR AREA OF THE ROOM OR SPACE IN WHICH THE MEZZANINE IS LOCATED. THIS
AREA IS EQUAL TO TO 246 SF AS PER R325.3
4. GUARDRAIL ENCLOSURE AROUND MEZZANINE TO BE 36"IN HEIGHT AS PER R325.5
OPEN TO ABOVE 5. EGRESS SHALL BE IN COMPLIANCE WITH SECTION R311.7
6. SHIP'S LADDER SHALL BE USED FOR EGRESS AS PER R311.7.12
7. ALL GLAZING ADJACENT TO EGRESS STAIR TO BE FULLY TEMPERED
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SET INMETACRI'LICSBASE COAT AND MULTIPLE WHITE TOP COATS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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3. PROVIDE FULL PERIMETER WOOD NAILER FOR ATTACHMENT OF GRAVEL STOPS AND I r- — — — — — — — — — — — — — — — — — — — — —
GUTTERS I i I I
4. PROVIDE COMPATIBLE LIQUID APPLIED FLASHING AT ALL PENETRATIONS
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FLASHING INTO MASONRY CHIMNEY I I I
6. PITCH GUTTERS 1" IN 10' MINIMUM7� f I EXISTING FLAT ROOF PITCHED 1/4" PER 1'-0" I I
ENTIRE ROOF TO RECEIVE 2" OF ADDITIONAL I I
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MINIMUM 3'-0" BELOW FINISHED GRADE 11'-10%" 11'-10%" 11'-10%" COORDINATE 0'-0" CORNER OF EXISTING FOUNDATION
4. CONCRETE DESIGN AND CONSTRUCTION SHALL
BE AS PER ACI 318-89 _ _ _ _ 19'-8 8
5. ALL CONCRETE TO BY 3500 PSI NORMAL WEIGHT — —
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6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM i — ----- — — ------- _ •
S2 A-185. MIN. TENSILE STRENGTH OF 70,000 PSI ``' 14 DIA CONCRETE FOOTINGS TYP. _ �
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ED WITH VYCOR FLASHING TAPE I I /2
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TYP
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I 18" DIA CONCRETE FOOTINGS TYP.
TO BE SPF #2 OR BTR
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SHEATHING. GLUED AND NAILED WITH 8D RING
SHANK NAILS. 6" ON PERIMETER AND 8" IN THE 38'-1j"
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MARCH 17, 2023
11 . FOUNDATION AND RETAINING WALL DESIGN AS EXISTING RETAINING WALL 3" PVC SLEEVE TYPICAL
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1 . ALL WORK TO COMPLY WITH ALL CODES OF NEW
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3-1/2BATT INSULATION 3/4" HARDI TRIM BOARD
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PROSOCO MVP WR BARRIER
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DYKES 413 CASING 1/2" DRYWALL
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1' X 2" PVC TRIM - F 3/4" PLYWOOD SUBFLOOR 3/4" PLYWOOD SUBFLOOR
I; 3/4" PLYWOOD SUBFLOOR
COPPER LEDGER FLASHING 6" FIBERGLASS BATT INSLUATION 6" FIBERGLASS BATT INSLUATION 6" FIBERGLASS BATT INSLUATION
1 X 6 TREX DECKING
2X8 FLOOR JOISTS 16" OC 2X8 FLOOR JOISTS 16 OC METAL Z FLASHING 2X8 FLOOR JOISTS 16" OC
W/CONCEALED FASTENERS
5/8" x 2 " PVC TRIM111" x 2 " PVC TRIM
2X8 PT LEDGER �,�, 1T : I \
1/2" X 4" HD GALV
LAG BOLTS 34" OC MAX
2X8 PT DECK JOISTS 16" OC 2 X 6 PT SILL PLATE 2 X 6 PT SILL PLATE 2 X 6 PT SILL PLATE
COPPER TERMITE SHIELD COPPER TERMITE SHIELD COPPER TERMITE SHIELD
1/2" X 10" SILL ANCHOR BOLTS 6'-0" OC MAX
" 1/2" X 10" SILL ANCHOR BOLTS 6'-0" OC MAX 1/2" X 10" SILL ANCHOR BOLTS 6'-0" OC MAX
2" RIGID INSULATION 2" RIGID INSULATION
2" RIGID INSULATION
6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUNDATION WALL 6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUNDATION WALL 6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUND. WALL
2" CONCRETE RAT SLAB ON 6 MIL VAPOR BARRIER a 2" CONCRETE RAT SLAB ON 6 MIL VAPOR BARRIER a j 2" CONCRETE RAT SLAB ON 6 MIL VAPOR BARRIER
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0 MARCH 17, 2023
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LIQUID APPLIED METACRYLIC ROOFING co p
LIQUID APPLIED METACRYLIC ROOFING LIQUID APPLIED METACRYLIC ROOFINGN p
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2" GYPSUM ROOF SHEATHING Q Z
2" GYPSUM ROOF SHEATHING2" GYPSUM ROOF SHEATHING E cu t' Y
3 X 2.5" ISO ROOF BOARD MECHANICALLY ATTACHED 3 X 2.5" ISO ROOF BOARD MECHANICALLY ATTACHED 3 X 2.5 ISO ROOF BOARD MECHANICALLY ATTACHED v
3/4" PLYWOOD ROOF SHEATHING 3/4" PLYWOOD ROOF SHEATHING 3/4" PLYWOOD ROOF SHEATHING c
ca 0- N
� � Z
U N
COPPER DRIP EDGE COPPER DRIP EDGE COPPER DRIP EDGE
1 X 6 VERTICAL CEDAR SIDING
1 X 6 VERTICAL CEDAR SIDING _ _ _ _ 1 X 6 VERTICAL CEDAR SIDING
I
COR-A-VENT STURDI-BATEN 16" OC j
1 X 5 NOMINAL V-GROVE PINE SIDING 1 X 5 NOMINAL V-GROVE PINE SIDING 1 X 5 NOMINAL V-GROVE PINE SIDING
3X10 CEILING JOISTS 16" OC COR-A-VENT STURDI-BATEN 16" OC 3X10 CEILING JOISTS 16" OC COR-A-VENT STURDI-BATEN 16" OC 3X10 CEILING JOISTS 16" OC
1/2" PLYWOOD SHEATING 3" RIGID INSULATION 3" RIGID INSULATION 3" RIGID INSULATION
5-1/2" BATT INSULATION
1/2" DRYWALL
PROSOCO MVP WR BARRIER
5-1/2" BATT INSULATION
1/2" DRYWALL
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PER STRUCTURAL
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1/2" X 10" SILL ANCHOR BOLTS 4'-0" OC MAX a 1/2" X 10 SILL ANCHOR BOLTS 4'-0" OC MAX a 1/2" X 10" SILL ANCHOR BOLTS 4'-0" OC MAX -'
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6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUNDATION WALL LL 6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUNDATION WALL { I 6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUND. WALL ® MARCH 17, 2023
I 2" CONCRETE RAT SLAB ON 6 MIL VAPOR BARRIER . .
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PLUMBING NOTES p CD W
1 . ALL PLUMBING MEANS AS PER 2018 IPC, IRC AND SOUTHOLD TOWN LOCAL CODES Q � a
2. ALL DWV PIPING TO BE SCH 40 PVC OR ABS -' 0
3. ALL CONNECTIONS BETWEEN PVC AND ABS AS PER APPROVED ADHESIVES
4. ALL WATER PIPING TO BY TYPE L COPPER OR PEX. ALL FITTINGS, VALVES AND SOLDER TO BE LEAD FREE
5. PROVIDE WATER HAMMER ARRESTORS AT ALL FAST CLOSING VALVE. ALL WATER HAMMER ARRESTORS TO BE ® MARCH 17, 2023
INSTALLED N SERVICEABLE LOCATIONS
6. ALL WATER PIPING TO RECEIVE FIBERGLASS INSULATION CR EQUAL AS PER NYSECC. PROVIDE CONTINUOUS Z
0
VAPOR BARRIER.
7. ALL FIXTURES AND TRIM TO BE SUPPLIED BY OWNER.
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lk
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MOUNTED IN WALL,OFFSET 2"IN WALL V) 'Y
3x10 CAVITY CU
UP TO 4 X 12 FLOOR REGISTER 0-
CU
7
Z
100 CFM ` ?
7-FLEX 92 CFM
FLEX ..
148 CFM
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CONDENSER - MITSUBISHI SUZ KA18NAHZ 16"RIGID
TAKEOFF MIN
AIR HANDLER-MITSUB13HI SVZ KP18NA
RETURN 15x16 x60 "
PLENNUM SUPPLY PLENUM
545 CFM
12 x 24 RA FILTER GRILLE 14"FLEX
MOUNTED ABOVE DOOR 15"MIN
8"FLEX
42 CF
8"FLEX
"
2 CFM '<
.,-
Ago
8"FLEX
i 8 142 CFM
14 6x12 6x12
(00� calc
Project Name:1650 Meday Expansion
{ i Address:1650 Meday Avenue,Mattituck,NY
,
OUTDOOR DESIGN CONDITIONS _ _._____•__ �_
Weather station:Suffolk Co.AP,East Quogue(Islip DD)
Summer Outdoor F: � Summer Indoor F: Design Grains: o Daily Range: z
j _... ... Winter Outdoor F: o Winter Indoor F: Cooling RH: .r . Elevation(Ft):
:
S
3
: f - LOAD TOTALS
HVAC System:HP-1
CALCULATION TO Q U
UJi S
- r e: Heating BTUH: s
' Heated square footag g
Cooled square footage: Cooling BTUH:
Heated volume(above grade CF): n CFM:
Cooled volume(above grade CF): Sensible cooling: w
Exposed wall area(SF): Latent cooling: -
SHR: _ r
i
Load Calculation
I
P111, pq
f
Coaling
- i HeatingLMJ
= 9
0 5,000 10,000 15,000 20,000
BTUH
i :
,
Approved ACCA MJ8 Calculations
Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. "
All computed calculations are estimates on building use,weather data,and inputted
values such a R-Values,window types,duct loss,etc.Equipment selections shouldy
,
meet both the latent and sensible gain as well as building heat loss.
,
MANUALD-1650MEDAYAVE
Friction Rate Worksheet
GENERAL NOTES:
1. ALL WORK TO COMPLY WITH 2018 IRC, NYS BUILDING CODE AND SOUTHOLD Step 1) Manufacturer's Blower Data 2
TOWN CODE O
2. ALL DUCTWORK INSTALLED IN UNCONDITIONED SPACES TO BE INSULTED External static pressure(ESP)= o s Iwc CFM = 675 U
WITH R-8 INSULATION AND A CONTIGUOUS VAPOR BARRIER. Step 2) Device Pressure Losses Cfl Q
3. AIR HANDLER TO BE INSTALLED ON SUSPENSION SPRING HANGERS FROM (Y
Direct expansion refrigerant coil ('7 C�
STRUCTURE. Electric resistance heating coil r Q L? rJ
4. CONDENSER TO BE INSTALLED ON RAISED LEGS Hot water coil �"` �' 0 rn
Heat exchanger .M F��'q� y,, z Q
5. PROVIDE BALANCING DAMPERS AT ALL SUPPLY TAKE-OFFS Low efficiency filter 014 �t � L. ��:.
High or mid-efficiency filter �; �; '�` z Q
Electronic filter . O O w
Humidifier ;
Supply outlet 0.031
Return grille 0037 �� �;� a• Q C a
Balancing damper 0.03 Z
Other device �� 77742 0,/ 0
Total device losses(DPL) o z3a '�'�! <
Step 3) Available Static Pressure
ASP= ESP-DPL=( 0.50 _0.238 )= 0.262 IWC A MARCH 17, 2023
Step 4) Total Effective Length(TEL)
Supply-side TEL+ Return-side TEL=( 225.5 + 1465 )= 372 FEET o
0
Step 5) Friction Rate Design Value(FR) ASP x 100
TEL
FR value from friction rate chart = 0.07
0.06
500 :Inadequate Fan Pertormance 0.08 o AUGUST 16, 2016
450.
400 i 1 0.10 W
350 0.12 a 1/411
— 1 0"
300 _ ,.._..._. . ._ , 0 — -
0.14
A/ /
250 0.18
150 W MECHANICAL PLAN
150
100
50
or •High runout velocity I,p` //�'
`/' 1 00 - 00
0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 Y
Available Static Pressure
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(EXIST)
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- = CEILING PLAN
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(EXIST) (EXIST) (EXIST) n
A
KITCHEN REFLECTED CEILING PLAN
2 SCALE: 1/4"= 1'-0" GF'
Wp
WP
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36"HIGH PARTITION
BATH p I—
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FLOOR PLAN MEZZANINE
3 SCALE: 1/4" = 1'-0"
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LIGHTFIXTURE SCHEDULE2 co 2i
ELECTRICAL NOTES SYM NAME VOLTAGE WATTAGE MAKE/MODEL w LO
N u
1. ALL WORK TO CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE, z Q ti ¢
SOUTHHOLD TOWN CODE AND ALL OTHER GOVERNING AGENCIES q BATH 120 LED SUPPLIED BY OWNER 3 Q --� <
2. ALL EXTERIOR AND UNDERGROUND WIRING SHALL BE RUN IN PVC
CONDUIT O d' w
3. ALL INTERIOR WIRING SHALL BE NON-METALIC (NM) CABLE B KITCHEN / MEZZANINE 120 LED - 14 W KUZCO KUZP 135786 z
4. ALL LOW VOLTAGE WIRING SHALL EE MINIMUM 14 GA. DIRECT BURIAL Q
CABLE
5. ALL CONDUCTORS SHALL BE THWN(THHN COPPER C LAUNDRY 120 LED - 15.5 W WAC R3ASDL
6. ALL EXTERIOR AND DEVICES SHALL BE INSTALLED IN WEATHR-PROOF
ENCLOSURES A �, ® MARCH 17, 2023
7. ALL DEVICES SHALL BE DECORA STYLE, COLOR WHITE D EXTERIOR A 120 LED - 10.5 w X 2 WAC CALIBER TWO LIGHT !R*, � ��~
8. PROVIDE ADDITIONAL. CIRCUIT BREAKERS IN EXISTING PANEL BOARD '�-�03 - L
AS REQUIRED
9. PROVIDE GFIC PROTECTED OUTLETS IN ALL EXTERIOR APPLICATIONS E EXTERIOR B 120 LED - 18 W WAC TUBE 5" BLACK
AND GARAGE AS REQUIRED ��, �
10. PROVIDE ARC FAULT PROTECTION IN AS REQUIRED BY CODE.
11. ALL SWITCHES TO BE LOCATED 48" AFF TYPICAL, ALL RECEPTACLES TO F EXTERIOR C 120 LED - 18 W WAC HR-LED418-R =' 17742
BE MOUNTED 18" AFF TYPICAL +D�r
12. NO FIXTURES OR DEVICES TO BE INSTALLED WITHIN 5' OF HOT TUB AUGUST 16, 2016
0
13. REFERENCE DETAILS AND ELEVATIONS FOR FIXTURE INSTALLATION G UTILITY 120 LED SUPPLIED BY OWNER LL
LOCATIONS v „ -
14. COMBINATION SMOKE= AND CO DETECTORS TO BE INSTALLED IN ALL � 1/4 - 1 0
BEDROOMS AND OUTSIDE OF BEDROOMS AS SHOWN. ALL UNITS TO BE
W
120V HARDWIRED AND INTERCONNECTED TOGETHER. ALL DEVICES TO ELECTRICAL PLAN
BE WALL MOUNTED BETWEEN 4" AND 12" FROM CEILING
E- 100 . 00