HomeMy WebLinkAbout47072-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#: 47072 Date: 11/3/2021
Permission is hereby granted to:
Einhorn, Daniel _
133 Brattle Cir
Melville, NY 11747
To; construct single-family dwelling as applied for per ZBA & SCHD approvals.
At premises located at:
405 Fay Ct., Mattituck
SCTM # 473889
Sec/Block/Lot# 123.-5-36.9
Pursuant to application dated 4/19/2021 and approved by the Building Inspector.
To expire on 5/5/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,075.60
CO-NEW DWELLING $50.00
Total: $1,125.60
Building Inspector
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SURVEY OF PROPERTY
LOT COVERAGE SITUATE
LOT I!PO!LH AREA LOT COVERAGE MATTITUCK
TA
q TOWN OF SOUTHOLD
1000 3 09 't
23 D 7 I.Sx
.............—"-""
EDNA A, S.C.iii 7 q.ft. SUFFOLK COUNTY, NEW YORK
100.00, ............ S.C. TAX No. 1000-123-05-36.9
N 85'10 0 1000—.123-05-36.10
Ln
54 *El 0 SCALE 1"=30'
-it nArA SEPTEMBER 9, 2004
(MST ff�MV BY AWM2 AWQ%W9 ON MAY 4,204) JANUARY 26, 2009 ADDED PROPOSED HOUSE
,SK Q,tt JULY 1, 2017 UPDATE MAP
Ax 0 7- SEPTEMBER 5, 2018 UPDATE MAP
S�C� TAX LOT No. FEBRUARY 15 2019 REVISE NOTES
23--05-36.9 FEBRUARY 26: 2019 REVISE NOTES
AREA 19,311 sq. ff.
0.1�m MINK T*m.wvw 0.443 cc.
j"r
Cp 1. ELEVATIONS ARE REFERENCED TO N...V... 1908 DATUM
A EXISTING ELEVATIONS ARE SHOWN THUS:M
2.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
OBSERVAIMNS AND/OR OAtA O$�MNED rROM OTHERS.
3. tft FIROPCRTY tS IN R000 ZONE AE
FLOOD M50RANC$.,NATE�MQ Ra %jO
ell
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
4.THESE PARCELS APPEAR ON MAP ENTITLED'COMPILED MAP OF PROPERTY
N,;,
ON OF LEONE D. HOWELL AT MATTlTUCK, NEW YORK- WAPPEO FROM SURVEYS
C> 95-101ad'E C)� MADE BY F.F.OVER�O%L.M.RAYNOR AND IHE'UMblRiENED.orro W.VAN
TUYL, LAST DATED NOVEMBER S. 1957.
2C CA
JE
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10,'00-123-05-36.10
aP
TEST HOLE 2DA TA
Firm MXE OW Or ALWWuV.QjA="W M4Y 4.2a )
16-AlE.. AfAR 012019
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JACQ�YVLINV ILF M"01 W_ Taft Corwin III
POW%
Land Surveyor
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—'"—w- - PHOK(931)727-=D Fn(631) 7-17V
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SURVEY OF PROPERTY
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
RECEIVED S.C. TAX No. 1000-123-05-36.10
SCALE 1"=30'
BEAR 0 y 2049 SEPTEMBER 9, 2004
JANUARY 26, 2009 ADDED PROPOSED HOUSE
PDATE MAP
ZONING BOARD OF APPEALS '�> f TI pER 52018 U D T AAI'
G EE;q,.IA'rRY' 15, 2019 Rk�"Y"roE O'V`f�:S
FEBRUARY 26. 2019 RFMSE NOTES
AREA = 10,000.00 sq. ft.
0.230 OC.
TEST HOLE DATA
AP 0/'fJri �(TEST W,#=WD a
"� ON m DLC MAY 1,2P64)
Dr'
l,FRfCF' dt gp91RNR � 111-.9_-____ ."', NOTES:
. ..I+va Pmcmtire nmvry¢s iN rah
--r" 1.ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
1 OO.00' EXISTING ELEVATIONS ARE SHOWN THUS:BR
„„„,.....w....._.....�m.-. rr�..re saws�
a ......,ag 2.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
N a5.1 D'00" E s w,crpw ma YrmArrt swarm wrmra owA OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
L•I�� 'w'^m 3.THIS PROPERTY IS IN FLOOD ZONE AE(EL 6)
-J'.11 (A;3 iG ,. , 'wren Isu ua nr¢ FLOOD INSURANCE RATE MAP No.3610300482 H
Z mro crEti»ss—rD xw ZONE AE 845E FLOOD ELEVATIONS DETERMINED
O .„ ,,, 4.THERE ARE NO WETLANDS WITHIN 300'OF SUBJECT PROPERTY.
5.THIS PARCEL APPEARS ON MAP ENTITLED'COMPILED MAP OF PROPERTY
N �u OF LEONE D.HOWEL: AV MATTITUCK, NEW YORK%MAPPED FROM SURVEYS
v MADE BY F.F.OVUETON LM. RAYNDR AND THE UNOER,WONED,OTTO W.VAN
,T Ru TUYL LAST DATED NOVEMBER 6, 19571
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FINAL MAP
OF At
o o __.... __.. . REVIEWED B�( ZE3p► l
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CSEE DECISION#_72 5(,Q
_.,�.w.. .. 100.00' � DATED I a ..ml 2-0121 � � o�
S 65.10'00' W
E
RAYMOND � F°r��arNAt�
,1ACQUEUNt At' F n1 N nes cot _ •. �r�T N..w
Nathan
EMF
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I . ALL CONSTRUCTION TO CONFORM TO THE MANDATORY REQUIREMENTS OF THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE RG02.3( l )
CODE ANALYSIS AREA CALCULATIONS S
Thomas D. Reilly, P.E.
CODE OF NEW YORK STATE. THESE DRAWINGS MEET REQUIREMENTS U51NG TOTAL UA-ALTERNATIVE METHOD (RES CHECK) FASTENING SCH EDU LE OCCUPANCY: RESIDENTIAL- rJ7� %
2. CONFORMANCE CERTIFIED FOR CLIMATE ZONE I 115, SINGLE FAMILY DETACHED NEW FIRST FLOOR = 1 128 S.F. 4 BEZEL LANE
3. THE BUILDER SHALL AFIX A PERMANENT CERTIFICATE CN OR IN THE ELECTRICAL DISTRIBUTION PANEL, THE CERTIFICATE MUST NOT COVER OR NUMBER � TYPE SMITHTOWN, NY 11787
OBSTRUCT ANY LABELS. THE CERTIFICATE SHALL LISTTHE PREDOMINANT R-VALUES OF INSULATION (ROOF/CEILING, WALLS, FOUNDATION, DE5CRIPTION OF BUILDING ELEMENTS OF FASTENER SPACING OF FASTENERS NEW SECOND FLOOR = 453 S.F.
FLOOR AND DUCTS); AND THE U-FACTORS FOR FENESTRATION. THE CERTIFICATE SHALL LI5T THE TYPES AND EFFICIENCE5 OF HEATING, COOLING, REFERENCE STANDARDS:
AND SERVICE WATER HEATING EQUIPMENT. ROOF FRAMING TOTAL- 1581 S.F.
4. THE THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. ALL SOURCES OF INFILTRATION SHALL BE SEALED, INCLUDING BUT NOT 2020 RESIDENTIAL CODE 1G NEW YORK STATE
LIMITED TO: ALL JOINTS, SEAMS, AND PENETRATIONS;OPENINGS BETWEEN WINDOWS AND DOORS AND THE FRAMING; BEHIND TUBS AND SHOWERS BLKN'G BTWN CIG. JTS. OR R AFTERS TO TOP PL. 3 -8d COMMON (2 I/2" x 0. 13 I") TOE NAIL ASCE 7-I O MINIMUM DESIGN LOADS FOR NEW DECK= 628 S.F. T: TDRP @TD
ON EXTERIOR WALL5; ATTIC ACCESS OPENINGS; RIM J015T JUNCTIONS; SILL PLATED AND HEADERS. FOR NEW HOUSES, AIR TIGHTNESS SHALL BUILDINGS AND OTHER STRUCTURES
CEILING JOISTS TO PLATE 3 -8d COMMON (2 I/2 x 0. 13 I ) PER JOIST, TOE NAIL CLIMATE ZONE I 113
: TDRPE@TDRPE.COM
ACHIEVE LEAKAGE OF LE55 THAN SEVEN AIR CHANGES PER HOUR(ACH) WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 1.0 PSF. FOR CEILING J015T NOT ATTACHED TO PARALLEL DEGREE DAYS: 5750 SITE DATA CALCULATIONS:
ADDITIONS, AIR TIGHTNESS AND INSULATION INSTALLATION TO BE VERIFIED BY A VISUAL INSPECTION MEETING THE CRITERIA OF TABLE 8402.4.1 RAFTER, LAPS OVER PARTITIONS. 3 -1 Gd COMMON (3 1/2" x 0. 1 G2") FACE NAIL
ENGINEER'S CERTIFICATION
OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NY5, 2020 R802.3.1,Rb02.3.2 4 8802.5.1(9)
5. ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED BY CODE. DESIGN LOADS THIS ENGINEER CERTIFIES THAT TO THE
-DECKS/EXTERIOR BALCONIES 60 PSF LOT AREA: 931 I S.F.
G. MECHANICAL SYSTEM PIPES CAPABLE OF CARRYING FLUIDS ABOVE 1050 OR BELOW 55°F SHALL BE INSULATED TO A MINIMUM OF R-3. CEILING J015T ATTACHED TO PARALLEL RAFTER TABLE R802.5. 1(9) FACE NAIL -ATTICS 20 PSF(LIMITED STORAGE) LOT COVERAGE: 18.9% BEST OF HI5 KNOWLEDGE,
7. ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-2. AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH (HEEL JOINT)R802.3.1,8802.3.2 4 TABLE 8802.5.1(9) INFORMATION AND BELIEF,THE PLANS
TO TURN OFF PUMP WHEN SYSTEMS NOT IN USE IS REQUIRED. I0 PSF(NO STORAGE) (1756 S.F.) ARE IN ACCORDANCE WITH APPLICABLE
8. OUTDOOR AIR INTAKES AND EXHAUSTS TO HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CL05E WHEN VENTILATION SYSTEM 15 NOT OPERATING. COLLAR TIE TO RAFTER, FACE NAIL OR -ROOMS OTHER THAN SLEEPING 40 PSF REQUIREMENTS OF THE BUILDING
9. THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED, IN SUFFICIENT DETAIL, AS REQUIRED 1 114"X 20 a.M RIDGE STRAP TO RAFTER 3 L1CIMON (3" x O. 148") FACE NAIL EACH RAFTER -SLEEPING ROOMS 30 PSP CODE(5)OF NEW YORK STATE.
9 -STAIRS 40 PSF
BY THE BUILDING DEPARTMENT. HVAC CONTRACTOR SHALL VERIFY HEAT L055 CALCULATIONS. HEATING AND COOLING 5Y5TEM5 TO BE SIZED IN 2 TOE NAILS ON ONE SIDE* I -HANDRAILS 200#
ACCORDANCE WITH ACCA MANUAL J OR RESIDENTIAL CODE OF NEW YORK STATE, 2020. RAFTER OR ROOF TRUSS TO PLATE 3 -1 Od COMMON (3" x 0. 148") TOENAIL ON OPPOSITE SIDE -ROOF 45 PSF (GRO NOW LO
10. A MINIMUM OF 50% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH- EFFICACY LAMPS. OF EACH RAFTER OR TRUSS DA51C WIND SPEED
1 1 . WINDOWS AND SLIDING DOORS TO HAVE A MAXIMUM AIR INFILTRATION RATE OF 0.3 CFM PER SQUARE FOOT OF WINDOW AREA. SWINGING DOORS ROOF RAFTERS TO RIDGE, VALLEY OR HIP DEAD LOADS I OPS
TO HAVE A MAXIMUM AIR INFILTRATION RATE OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. 3-1 Od COMMON (3 1/2" x 0. 148") TOE NAIL Ste_
RAFTERS OR ROOF RAFTER TO MIN 2" NOTICE:
12. INSULATE SKYLIGHT SHAFTS 8-19 MINIMUM. 2-1 Gd COMMON (3 112" x 0. 1 G2") END NAIL DEFLECTION LIMITS: ALL E Of FGR,SPECIFICATIONS AND CARE
OPIES
13. EXTERIOR DOORS AND WINDOWS: U=0.35 MAX. RIDGE BEAM
14. FIREPLACES SHALL BE PROVIDED WITH AN EXTERIOR AIR SUPPLY FOR COMBUSTION. MINIMUM 6 SQ. IN., MAXIMUM 55 SQ. IN. (OR A3 PER RAFTERS WITH NO FINISHED THERE ER FURNISHED BY Tilt ENGINEERONLY
WITH
AND SHALL REMAIN THE PROPERTY OF THE
MANUFACTURER'S REQUIREMENTS). EXTERIOR TO HAVE CORROSION- RESISTANT SCREEN OF 1/4" MESH. FIREPLACES SHALL HAVE TIGHT-FITTING WALL FRAMING CEILING ATTACHED U 180 ENGINEER.THEY ARE TO BE USED ONLY WITH
RESPECT TO THI5 PROJECT AND ARE NOT TO
NON-COMBUSTIBLE DOORS. d COMMON (3 1/2" x 0. 1 G2") 24" O.C. FACE NAIL FLOORS U360
STUD TO STUD (NOT AT BRACED WALL PANELS) BE USED ON ANY OTHER PROJECT.
I G
15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTCR TO SUBMIT THE SIZE, DESIGN, AND TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED I Od BOX (3" x 0. 128") 16" O.C. FACE NAIL FOR SUBMISSION OR DISTRIBUTION TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR
IN SUFFICIENT DETAIL AS REQUIRED BY THE BUILDING DEPARTMENT.
I G. ALL CELLAR/BASEMENT DOORS SHALL BE INSULATED. STUD TO STUD ABUTTING STUDS AT I Gd BOX (3 1/2" x 0. 135") 1 2" O.C. FACE NAIL HER PURPOSES IN CONNECTION WITH
17. THE ENGINEER CERTIFIES THAT TO THE BEST OF HI5 KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT THE PLANS ARE IN COMPLIANCE WITH INTERSECTING WALL CORNERS (AT THE PROJECT IS NOT TO BE CONSTRUED As
16d COMMON (3 I/2" x 0. 162") 16" O.C. FACE NAIL PUBLICATION IN DEROGATION OF THE
THE 2020 ENERGY CON5ERVATON CONSTRUCTION CODE OF NEW YORK STATE. THESE DRAWINGS MEET REQUIREMENTS USING TOTAL UA- BRACED WALL PANELS) ETHER RE'5 COMMON LAW COPYRIGHT OR
OTHER RESERVED RIGHTS.
ALTERNATIVE METHOD (RES CHECK) BUILT-UP HEADER(2"TO 2" HEADER W/ I Gd COMMON (3 1/2" x 0. 1 G2") I G"O.C. EACH EDGE FACE NAIL
18. CALCULATIONS ARE VALID UP TO 5999 DEGREE DAYS. I/2"SPACER) FACE NAIL I Gd BOX (3 1/2" x 0. 135") 12"O.C. EACH EDGE FACE NAIL WELCOME WME
19. CERTIFIED CONFORMANCE FOR ZONE I 115.
20. WOOD FRAMED FLOORS, WALLS AND CEILINGS 5HAL'-HAVE AN APPROVED VAPOR BARRIER(PERMEANCE RATING OF 1.0 PERM.) INSTALLED OR THE CONTINUOUS HEADER TO STUD 4-8d COMMON (2 112" x 0. 13 1") TOE NAIL 8s!yn
"WARM OF WINTER' 51DE OF THERMAL INSULATION.
21 . SKYLIGHT SHAFTS SHALL HAVE A MINIMUM IN5ULATICN VALUE OF 8-19. TOP PLATE TO TOP PLATE
16d COMMON (3 I/2" x 0. 162") 16" O.C. FACE NAIL welcome,home.deslgn.ny@gmall.com
22. GARAGES - FRONT, SIDES, DOOR5, INTERIOR SHALL HAVE MAX. U=.40. I Od BOX (3" x 0. 128") 12" O.C. FACE NAIL
23. ALL FIREPLACES SHALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 CFM. ALL FLUE5 SHALL HAVE TIGHT SEATED DAMPER
WITH A MAX AIR LEAKAGE OF 20 CFM. ALL FIREPLACES SHALL HAVE TIGHT FITTING NON-COMBUSTABLE DOORS. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST 16d COMMON (3 I/2" x 0. 162") 16" O.C. FACE NAIL
24. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FARENHEIT. OR BLOCKING (NOT @ BRACED WALL PANEL) I Gd BOX (3 112" x 0. 135") 12" O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST, BAND J015T 2-1 Gd COMMON (3 112" x 0. 1 G2") 2 EA I G" O.C. FACE NAIL
ENERGY NOTES OR BLOCKING (@ BRACED WALL PANEL)
TOP OR SOLE PLATE TO STUD 4-8d COMMON (2 1/2" x 0. 131") TOE NAIL
2-1 Gd COMMON (3 112" x 0. 1 G2") END NAIL
I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE; ALL WORK SHALL AL50 CONFORM TOP PLATES, LAPS AT CORNERS * INTERSECTIONS 2-1 Gd COMMON (3 112" x 0. 1 G2") FACE NAIL
TO THE REQUIREMENTS OF ANY OTHER CODES AND AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL FLOOR FRAMING
REQUIRED PERMITS, INSPECTIONS, CERTIFICATES ANDTESTS. EINHORN �-
2. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. JOIST TO SILL, TOP PLATE OR GIRDER 3 -8d COMMON (2 I/2" x 0. 13 I") TOE NAIL
3. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND RIM JOIST, BAND JOIST OR BLOCKING TO SILL 8d BOX (2 112" x 0. 1 13") 4" O.C. TOE NAIL W W
KOH LEK
CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS. OR TOP PLATE (ROOF APPLICATIONS ALSO)
4. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITE R5 LABORATORY REQUIREMENTS. 8d COMMON (2 112" x 0. 13 1") G" O.C. TOE NAIL �(]
5. ALL FOUNDATIONS SHALL REST ON UNDISTURBED 501L OF I T.S.F. BEARING CAPACITY; CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE I"X G"SUBFLOOR OR LE55 TO EACH J015T 2-8d COMMON (2 112" x 0. 13 1") FACE NAIL Q
BEARING STRATA VERIFIED IN THE FIELD. 2"5UBFLOOR TO JOIST OR GIRDER 2-1 Gd COMMON (3 112" x 0. 1 G2") BLIND * FACE NAIL
G. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF ACI-301-9G "5PECIFIACATION5 FOR STRUCTURAL „
CONCRETE FOR BUILDINGS" (fc= 3000 PSI); ALL EXPOSED SLABS, GARAGE SLABS, AND STEPS SHALL BE 3500 P51 AIR-ENTRAINED. REINFORCING BAND OR RIM JOIST TO JOIST 3-1 6d COMMON (3 I/2 x 0. 162 ) END NAIL �'� W
STEEL SHALL CONFORM TO ASTM A-G 15 GRADE 60. BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER 20d COMMON (4 NAIL EA LAYER AS FOLLOWS:x O. 192 )
ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90; MORTAR SHALL BE TYPE"M". LAYERS 32' o.c @ TOP* BOTTOM
AND �STAGGERED W �-- O
7. DE51GN 15 BASED UPON A PRESUMPTIVE SOIL LOAD-BEARING VALUE OF 2000 PSF AS PER TABLE 401.4.1 OF THE 2020 RESIDENTIAL CODE OFz
NEW YORK STATE. THE ENGINEER HAS ASSUMED THAT ALL EXISTING FOOTINGS ARE I G"X 8"CONT. CONC. IT SHALL BE THE RESPONSIBILITY OF 2-20d COMMON (4 x 0. 192 ) FACE NAIL @ ENDS EACH SPLICE
THE OWNER AND/OR CONTRACTOR TO VERIFY THE 5DIL BEARING CAPACITY AND EXISTING FOOTING CONDITIONS BEFORE STARTING WORK. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-1 Gd COMMON (3 112" x 0. 1 G2") @ EA J015T OR RAFTER, FACE NAIL Q z
8. ALL STEEL WORK SHALL CONFORM TO THE REQUIREtAffNT5 OF THE A15C "5PECIFICATION5 FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL BRIDGING TO J015T 2-1 Od (3" x 0. 128") EACH END, TOE NAIL O
STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM A-572 (GRADE 50) AND A-501 .
9. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND UNDER BATHTUBS. PROVIDE 51MP50N HANGER CONNECTIONS AT ALL WOOD 5TRUCTUKAL PANELS, 5UBFLOOK, ROOF AND INTERIOR WALLW 405 f
U
fLU5H STRUCTURAL LOAD BEARING CONDIT1ON5. SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING AY COURT _!
10. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING CONSTRUCTION AND SHALL NOTIFY Tnr-ENGINEER OF ANY
AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARI5E BEFORE OR DURING CONSTRUCTION AS TO THE DESCRIPTION OF BUILDING ELEMENTS NUMBER * TYPE OF FA5TENER SPACING OF FASTENERS n/
INTENT OR DETAILS OF THE DRAWING5, THE CONTRACTOR SHALL CALL THE ENGINEER, THOMAS D. REILLY, AT(G31) 724-5740 FORCLARIFICATION INTERMEDIATE O L�
AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAIL5 TO FOLLOW THE ABOVE PROCEDURE, HE SHALL A55UME ALL RESPONSIBILITY FOR THE EDGES (INCHES) SUPPORTS
CONSEQUENCES OF HI5 ACTIONS AND/OR DEC1510N5. (INCHES) z
1 1 . THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH THE CONTRACT DOCU,F;T5. Gd COMMON (2"X 0.1 13") NAIL(5UBFL, WALL)
1 1 . DO NOT SCALE THE DRAWINGS. 3/8" - I/2"
12. ALL FRAMING MEMBERS SHALL BE HEM-FIR#I (Fb= 975P51); PROVIDE (2) 2"X 8" HEADER OVER ALL WALL OPENINGS, UNLESS OTHERWISE NOTED. 8d COMMON (2 1/2"X O.131") NAIL(ROOF) I U
MATTI FUCK 0 N 77
13. MICRO- LAM GIRDERS (ML)SHALL BE LAMINATED VENEER LUMBER WITH E=2,000,000 PSI. Fb= 2,800 P51, AS MANUFACTURED BY TRUS-JOIST 19/32" - I" Sd COMMON (2 I/2"X O.13 I") G 12
McMILIAN. I 1/811 - I I/4" I Od COMMON (3"X 0.148") NAIL G 12
14. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L. APPROVED.
W15. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. OTHER WALL SHEATHING O W
I G. EXHAUST FANS TO BE 70 cfm MIN., VENTED TO EXTERIOR 1/2"GYPSUM SHEATHING I I/2" GALV. ROOFING NAIL, 7 7 -7-
STAPLE GALV. I 112" LONG,
17. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED WITH SECTION RG09
18. IN FRAMED WALLS, FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, INSULATION SHALL BE IN 1 1/4" SCREWS. TYPE W or S
13/4" GALV. ROOFING NAIL, � �
ACCORDANCE WITH SECTION 8302 5/8"GYPSUM SHEATHING 7 7
19. WALL AND CEILING FIN15HE5 SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 200 IN ACCORDANCE WITH SECTIO R302.9. 1 STAPLE GALV. 15Y" LONG,
15 8"SCREWS. TYPE W or S 1 W O
20. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECT. 8302.9.2
WOOD STRUCTURAL PANELS, COMBINATION SUBFL. UNDERLAYMENT TO FRAMING
2 I . INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION 8702 AND EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH
3/4"AND LESS 8d COMMON (2 1/2"X O.13 I") NAIL 6 12
SECTION 8703.
22. ALL WOOD IN CONTACT WITH THE GROUND AND 51UPPORTING A PERMANENT STRUCTURE IS TO BE APPROVED PRESSURE TREATED.WHEN 7/8"- I" 8d COMMON (2 1/2"X O.131") NAIL G 12
U51NG PRESSURE TREATED LUMBER ALL NAILS, SCREWS, ALL PLATES AND WIND5TRAP5 MUST BE HOT DIPPED GALVANIZED OR STAINLESS 1 1/8" - 1 1/4" I Od COMMON (3"X 0.14811) NAIL 6 12
STEEL FASTENERS.
23. DWELLING IDENTIFICATION: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE
PLAINLY V1515LE AND LEGIBLE: FROM THE STREET OR ROAD FRONTING THE PROPERTY.
24. PROVIDE SEAMLESS ALUMINUM GUTTERS AND LEADERS, FRONT 4 REAR. TABLE RG02.3(2) SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
25. APPROVED CORROSION-RESISTIVE FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: AT TOP OF ALL EXTERIORIMNDOW
AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, AT THE INTERSECTION OF A CHIMNEY, WHERE EXTERIOR PORCHES, DECKS TOP PLATE SPLICE LOCATION
OR STAIRS ATTACH TO A WALL OR FLOOR, AND AT WALL AND ROOF INTERSECTIONS. CORNERS AND INTERSECTING WALLS BUTT JOINTS IN STRAIGHT WALLS
2G. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS CONDITION SPLICE PLATE SIZE MINIMUM NAILS SPLICE PLATE SIZE MINIMUM NAILS 100.001
NOT LESS THAN 36 IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30"ABOVE. FLOOR OR GRADE SHALL HAVE A EACH SIDE OF JOINT EACH SIDE OF JOINT N 85° 101 0011
GUARDS NOT LE55 THAN 34" IN HT. MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. IT SHALL HAVE INTERMEDIATE RAIL5 OR 3"X G"X 0.036" 3"X 12"X 0.036" _ --
ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. LANDINGS, STAIRWAYS, HANDRAI , AND STRUCTURES IN SDC A-G (G) 8d BOX (I 2) Sd BOX -
GALVANIZED STEEL GALVANIZED STEEL I '�= Cc
GUARDS SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R3 I I AND R3 12 OF THE 2015 I.R.C. PLATE OR EQUIVALENT (2 i/2"X 0.113") NAILS PLATE OR EQUIVALENT (2 I/2"X 0.113") NAILS 5
'.-
27. LOAD-BEARING LUMBER FOR STUDS, PLATES, hEADER 5,J015T,5EAM5 AND GIRDERS SHALL BE IDENTIFIED BY A GRADE MARK OF A LUMBER ' � ✓�`\
GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LEU OFA I N O
GRADE MARK, A CERTIFICATION OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING THE REQUIREMENT OF THI5 REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING -- --
sa on_ \ -
TABLE RG02.3(3) _ .;r. ,y
SECTION SHALL BE ACCEPTED. USED TO RESIST WIND PRESSURES ' r _
28. HYDRONIC HEATING SUPPLY AND HOT WATER PIPING TO BE INSTALLED IN ACCORDANCE WITH SECTION M2 101 OF THE 2020 RESIDENTIAL CODE ULTIMATE DESIGN
I _ q
OF NEW YORK STATE. Cn
MINIMUM NAIL MINIMUM PANEL NAIL SPACING COVERED PORCH "
MINIMUM WOOD MAXIMUM WALL WIND SPEED Vult �
NOMINAL
STRUCTURAL STUD SPACING (mph) _
PANEL zz.T 7d
5AFTETY GLA55 REQUIREMENTS PANEL SPAN (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY
5¢E PENETRATION THICKNI 74,
SAFETY GLA55 REQUIRED AT THE FOLLOWING LOCATIONS: ESS
I. ANY GLAZING IN ANY DOOR TYPE. RATING (INCHES) (IO.C)S (INCHEO.C)S
(INCHES) Em \
B C D � ' 37' TF Ip
2. GLAZING IN ANY WALL5 ENCI-05ING A SHOWER, TUB, SAUNA OR STEAM ROOM.' Gd COMMON f ss IN
3. ANY WINDOWS WITHTIN 24"OF A DOOR.' (2"X 0.1 13") I .5 24/0 3/8 16 6 12 140 115 I I 0 NEW BAY
4. ANY INDIVIDUAL PANE OF GLASS WITH AN AREA OF 9.0 5Q. FT. WHERE THE BOTTOM 15 LE55 THAN 18"ABOVE THE ADJACENT FINISH ,-Loop,WITHIN - REV. DATE:
36" OF THE WINDOW. PROP. 2 STY
8d COMMON IG G 12 170 140 135 I „ FRAME RES. I I O O
5. GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN 5'-0"OF THE WATER." (2 I/2"X 0.13 I") I .75 24/16 7/I G
24 6 12 140 115 I10
G. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE.' SECOND FL.
coveREo ca
THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLA55 15 MORE THAN 60"ABOVE THE FLOOR. SECOND FL.
O BALCONY I BALCONY '
WINDBORNE DEBRIS PROTECTION FASTENING NEW WINDOW AND GLASS DOOR STORM PROTECTION: '
ASPHALT SHINGLE NOTES (130 MPH BASIC WIND SPEED, WITHIN ONE MILE FROM --J O
1 . ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY WITH THE REQUIREMENTS of ASTM SCHEDULE FOR WOOD STRUCTURAL PANELS SHORELINE). I F I
D-225 OR D-3462. d- I I m 1 1
2. ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL., STAINLESS, ALUMINUM, OR COPPER ROOFING NAILS. F.A5TENER5 FASTENER SPACING (INCHES) ALL NEW WINDOWS AND GLA55 DOORS TO BE INSTALLED O 1 STY. I I Il-
SHALL BE MINIMUM 12 GAGE 5HANKED WITH A MINIMUM 3/8" DIA. HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING FASTENER TYPE PANEL 4 FEET < G FEET < PER MANUF. SPECS FOR IMPACT RESISTANT WINDOWS z I I
MATERIALS AND THE SHEATHING. 5PAN< PANEL SPAN PANEL SPAN WITHIN ONE MILE FROM SHORELINE AND SHALL MEET THE
3. ASPHALT ROOF SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS AS REQUIRED 13Y THE MANUFACTURER. 4 FEET < G FEET < 8 FEET REQUIREMENTS OF THE LARGE M155LE TEST OF I I 21'T _ drawn b df
4. FOR NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LE55 THAN FOUR(4) FASTENERS PER STRIP #8 WOOD SCREW BASED ASTM E 199G AND OF ASTM E 188G.
SHINGLE OR TWO (2) FASTENERS PER INDIVIDUAL SHINGLE. ANCHOR WITH 2 INCH I G 10 8 OR
5. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF 51X (G) FASTENERS PER SHINGLE WHERE THE SAVE IS 20 FEET OR HIGHER ABOVE GRADE OF EMBEDMENT LENGTH CONTRACTOR TO PROVIDE PRE-CUT 1/2" STRUCTURAL I -- - SCa Ie as noted
L-----'- . .. 100.00 � O
WHERE THE BASE WIND SPEED 15 120 MPH OR GREATER. #10 WOOD SCREW BASED PLYWOOD PANELS TO COVER THE GLAZED OPENINGS ° 10% 0 0 W
ANCHOR WITH 2 INCH 1 G 1 2 9 (MAX. SPAN 8' FOR PANELS). PANELS TO BE PREDRILLIED 5 85Ln
O
EMBEDMENT LENGTH EDGES AT 12" O.C. TO ACCEPT 2-1/2" #8 WOOD 5CRE'Jd5114 INCH LAG m
ANCHOR WITH CRE BASED 16 16 16 AND PROVIDE ADEQUATE NUMBER OF SCREWS FOR FASTENING. `� date: 02/25/2
EMBEDMENT LENGTH A\V
PLYWOOD PANELS TO BE MARKED FOR LOCATION AND
STORED ON SITE. �v
sheet #:
CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA TABLE RK301 .2 (1)
` GROUND WIND DE51G (MPH) SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE5HIE'LD AIR MEAN
UNDERLAY- FLOOD SECT: 123 BLOCK: 5 LOT: 3G.9
,SNOW DESIGN DESIGN FREEZING ANNUAL
WEATH- FROST MENT HAZARDS
LOAD SPEED TOP GRAPHI SPECIAL WIND WIND-BORNE CATEGORY EKING LINE DEPTH TERMITE TEMP REQUIRED INDEX TEMP ZONE: AE- FLOODZONEPrl 1 g {)�1
(MPH) FECT5 REGION DEBRIS ZONE BUILDING SURVEY DATA:
CONSTRUCTION NOTES 20 P5 130 B SEVERE 3'-0" MODERATE 20° YES DEPT. ORL0E55 PLOT PLAN 1 11__ 201-011 NATHAN TAFT CORWIN III, LAND SURVEYOR
TBD JAME5POPT, NY DATED: 09/09/2004 Of 5
/ CAP SHINGLE OR CONT. RIDGE VENT(SEE PLAN) , 111 111
1/2" CDX ROOF SHEATHING HOLD PLYWOOD 6'-4" 13'-6" 5'-011 3-22 3'-2 2 'i IF 4'-8" 9'-2" 3'-0" 13'-0" PORCH
/ BACK FROM RIDGE FOR AIR CIRCULATION AT 1 4'-7" _ 4'-7" Thomas D. Reilly, PIE.RIDGE VENTS BUILDING FELT ROOF SHINGLES �y NOTE: PROVIDE 5/8"TYPE'X'GYP. BD. @ r U WOOD STEPS TO 4 BEZEL LANE
RIDGE BEAM AS PER PIAN WALLS AND CEILINGS DIRECTLY ABOVE t C I B GRADE W/HANDRAILS SMITHTOWN, NY 11787
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(4) 8d NAILS EACH END, C.T.'S @ 32" O.C. I BW I BW @ 16"o.c. BAY WINDOW BW /
CS-WSP 36"X 66" DH I 30"X 56" DH CS-WSP 0"X 56" DH 30"X 56" DH 30"X 56" DH C -WSP /
OR ROOF RAFTERS I TOP AT 7'-0" TOP AT 8'-0" TOP AT 8'-0" TOP AT 8'-0" TOP AT 8'-0" / I -
CEILING GYP BD. A5 AIR BARRIER COLLAR TIES @ I G"O.C. MAY BE I _ _ _ >N1
IT: 631-724-5740
AS PER PLANCONTINUOUS I5EAD OF SEALANT SUBSTITUTED FOR RIDGE CONNECTORS I (2) 2"x 8" � 12) 2"x 8" (2) 2"x 8" (2) 2"x 8" �2) 2" 8" (2)1 1 3/4"x 9 1/4" LV - DN' ' E: TDRPE@TDRPE.COM
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FOAM AT WINDOW PERIMETER SIMPSON "H2A" OR EQUAL , U _ G I> 32"x48" n1 p O = I x - Q Q x _ I THI5 ENGINEER CERTIFIES THAT TO THE
(RAFTER TO STUD) CONNECTOR Ln I �cJ @� 2G °L HWR O - W w I N aU�- �t N dU N I LINE OF N 13-0 I BEST OF HIS KNOWLEDGE,
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(5)8d x I z@ RAFTER EACH D N p, of U N `�zz � I (2) 1 3/4"x 1 1 1/4" FLUSH HEADS — „ O ° ARE IN ACCORDANCE WITH APPLICABLE
(2) 13/4 I I I/4 FLUSH FADER iV Q p REQUIREMENTS OF THE BUILDING
O O I - x - N I CODE(5)OF NEW YORK STATE.
CONNECTOR I t� _ I � '
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CONTINUOUS MINIMAL EXPANDING (2) 8d x I z@ PLATE EACH -- I x Q N x x -� MECH. 1 o HWH BATH I R/0 ISL. Q I x x LO
CONNECTOR I (L N - (V N 0 N 4-9 Q 6-O I = I I I N J � N
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CONTINUOUS BEAD OF SEALANT (5) Sd x z@ STUD EACH I m O _ - u7 �i / I - -
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CONTINUOUS BEAD OF SEALANT WHERE RAFTERS AND STUDS I 5D. 2G NOTE: ---- i -�N p .i�l 3 O' 2 x 12' F'J' C� Vj N I —
NOTICE:
ARE OFFSET PROVIDE I N (�SD (\ VENT YER __L I I!- N I @ 1 2" O.C. I N O U / COVERED PORCH I -- ALL DRAWINGS,SPECIFICATIONS AND COPIES
m ILL To ExT RIOR. U N RY I x Z NOTE: 10' PLATE HEIGHT x Q I I AND SHTHERE OALL REMAIN FURNISHED B PROPERTY OF THEY THE ENGINEER
SIMPSON "H2.5A"OR EQUAL - I O CO \ C' L - - I _ 1,= / 5/4 DECKING
(RAFTER TO TOP PLATES) N - PROVI E PAN I N N Q �I I I N �0 - D ENGINEER.THEY ARE TO BE USED ONLY WITH
I BEARING WALL 1 AT WASHER m i N m `� LIVING/ N Q N RESPECT TO THI5 PROJECT AND ARE NOT TO
CONNECTORS@ 16"o.c. - O 1 REF' x I DINING - 2 x 8" R.R. G" o
CONTINUOUS BEAD OF SEALANT (5) 8d @ RAFTER N - N - I (2)2"x8" I - o --- 1 N D I RM, N x " R. c. _ BE USED ON ANY OTHER PROJECT.
= 0 1
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(5) 8d @ PLATE - I 2"x 8" R.R. @ I G"o.c. = FLUSH I x T-9" 3'-O" ' I I'-8" 14'-6" m~ = O N OFFICIAL REGULATORY REQUIREMENTS OR
CONTINUOUS BEAD OF SEALANT AND _ CANTILEVER N
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SIMPSON H8 I m m --- PAN. - I I I THE PROJECT 15 NOT TO BE CONSTRUED AS
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(5) I Od x 1 1/2 NAILS IN PLATE _ - _ _
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STUD. MINIMUM (4) I Od NAILS I 36"X 66" DH 36"X 66" DH O I I `\(2) " m
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CONTINUOUS BEAD OF SEALANT @ANCHOR BOLT - — — — — —
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BASE ANCHORS ON I G" 0 P.C. FTG. (2) 2", 12" HDR _ " NOL - cV U _ „ hD
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R 0 NEW P.C. END. WALL R/
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CRIPPLES (8) I Od NAILS EACH END N
I ------- STRUCTURAL BEARING MEMBER. W
HDR � SIMPSON H8 3'-3" 6'-31 5'-311 4'- 10" 6'-1" 1, 11 7'-3" 7'-3" ' 6'- I " ' 4'-10" 13'-0" PORCH SEE PLANS FOR REFRENCE TO z
(TOP PLATES TO STUD) IF
CONNECTOR @ I G"O.C.
KING STUD (5) I Od x I I/2" NAILS IN PLATE 14'-9" 36'-4" TYPE le. STEEL, WOOD OR Z
(5) I Od x 1 1/2" NAILS IN STUD
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TOP AND BOTTOM U
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HDU2 HOLD-DOWN REQ'D -SIMPSON "H2.5"OR EQUAL NOTE: 0
STUDS
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x
SIDE OF SHEATHING _ °Lv I I o 1 I NOTE: �J L - N `x -'
/CR055 BR'G `r = - - 5/8 O ANCHOR BOLTS @ 32 O.C. m I N
~ 7 p I wI - w I W/MIN. EMBEDMENT OF 7"WITH
AT MIDSPAN
FASTEN SHEATHING - _rI _� 3"X 3"SQUARE WASHER. HOLD 12" w m
TO HEADER WITH 8d 0 � p O 2"x 6" D.J. 2"x 6" D.J.
- 2"x 10" F.J. @ 16" o.c. �I CROSS BRIG I OFF CORNERS AND 4"-12"OFF EACH I Q @SOC. @ O.C.
NAILS IN 3" GRID - u L---RI
PATTERN AS SHOWN •••••••••••• • HEADER(SEE PLAN) x x I 7 END OF EACH SILL PLATE. PROVIDE _g '
iq AT MIDSPAN o� N
iv (\ _ O r I UPLIFT STRAP CONNECTIONS. ~ -
�I 01 z Q ,
►= 0t_ftiFW Y
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Ai � iv CRAWL SP. — I 2"x 10" F.J. @ I G"o.c. I I O p I I ( i�\� p. RFi �F
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RAFTERS @ I G" O.C. (2)8d COMMON NAILS @ 3 o.c. N D -F I I I "? I pI� 2"SCREED SLAB - 16 X 24 CRAWL ACCESS AS I - D
_ _ (3) 13/4 x 117/8 GIRDER I� _ �I OVER VAPOR BARRIER I PER,SECTION 8408.4 OF THE ( I c� 4 �,,. , , •,,
IN DOUBLE STUDS - __ �x a O :t m I I
SIMPSON H2A N BM. PKT. I v N - - RESIDENTIAL CODE OF NYS N p I o I cV '"^:'
RAFTER TO STUD 1„ I I 1„ I I I = = I _ N
7-12 L- -J 7- 12 L- J 9. I„ m 12'-I " m 14'-�"
8d NAILS
112" PLYWOOD SHEATHING EXTERIOR I
G"O.C. r- -� r- -�
@ FACE. I/2" GYPSUM BOARD INTERIOR wl ",� � z '•) I I ca �✓
@ NEW HSS,. f1J STL. x x I \ I f
—8d COMMON NAILS @ 12 o.c. FACE WITH 5d COOLER NAILS @ 7 O.C. _ ER COLUMN X 1/4" I I _ _ _ - I I _ oc1Q o1 I I J �.3 -`
_ „ m c� ! --
EDGES IN IN FIELD IN PLYWOOD o (2) 13/4 x I I I/4 GIRDER m (�
ON 30"X 30"X 1 2" I -� i- �Iq
PLYWOOD ct�I P.C. FTG. (TYPICAL) I I I 'moi NIJ 41-1011 5-8
1/2" PLYWOOD SHEATHING EXTERIOR ( CROSS BKG C9 O u_ I In O
L---- ' l� L- J L_ J OL I- I I m
FACE. I/2" GYPSUM BOARD INTERIOR SOLID BLOCKING I AT MID5PAN� _ VQ
FACE WITH 5d COOLER NAILS @ 7" O.C. @ SHEATHING JOINTS -I �I _
(OMIT INTERIOR GB WHERE REPLACED x I _ _
BY I"X 4 FIR BETWEEN STUDS) O XIw O O Zo LCR05! BKG XIw O j ter '
Nm p - AT MIDSPAN o REV. DATE:
x _I LIQ x � �I� 2_ r
DOU LES UD SOLID BLOCKING DOUBLE STUD _ m1 EQ "� N m EQ' I "x G" D.J. I 2"x G" D.J.
@ PLYWOOD JOINTS I:: A 1 — — — — — _ —
�I @ O.C. @ O.C.
_ _ 00 BM. PKT. BM. PKT.
SIMPSON CS20 I/2" (D ANCHOR BOLTS 1/2"0 ANCHOR BOLTS —
@ 48" O.C. @ 18"O.G. @ 12" O.C. W/2"X 2"X 1/4" • - _- t - - _- _-_
STEEL WASHERS (MIN. OF 2) x 8" CONT. TREATED LEDGER BD. BOLTED W/
TYPE 1105-PF11 I (2) 1/2" DIA. LAG BOLTS 12" o.c. STAGGERED x
TYPE 1105-WSP11 BRACE WALL DETAIL BRACE WALL DETAIL H55 3" 0 5TL. I I �r
COLUMN X I/4" I NOTE: ' -'. o/I � I U
(ALL WIDTHS) SCALE: N.T.S. (ALL WIDTHS) SCALE: N.T.5. I ALL LUMBER AT p 4"X 4"TREATED WOOD POST ON o yI '+' � �N 0 drawn by: df
10"X 10"X 112" I DECK TO BE TREATED. �=°9 16" 0 P.C. PIER(TYPICAL)
NOTE: BOT. OF PIER ON VIRGIN x
BASE PLATE I I ALL HARDWARE TO x - / ---- O - -
= SOIL(3'-0" MIN. BELOW GRADE)
BE GALVANIZED. N PROVIDE GALV. MTL. POST, BASE /
BRACED WALL PANEL. CONNECTIONS As PER R602. I o.8 = AND CAP ANCHORS tslMPsoN OR EQ.) Scale: as noted
(2) 2' x 8 TDR �,'�BOVIf
(2) 2' x 8 HDR (2) 2' x 8 HDR (2) 2 x 8' HDR (2) 2 x 8 HDRBRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR FOUNDATIONS AS FOLLOWS: 2'-6"X 2'-6"X I'-O" — — — a — — — — — —
FOOTING (TYP.) LINE OF POR — — — — — date: 02/25/2
1 . WHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL ABOVE OR BELOW, A RIM JOIST, BAND JOIST OR BLOCKING SHALL BE LO G A(d X 12" I —
PROVIDED ALONG THE ENTIRE LENGTH OF THE �3RACED WALL PANEL IN ACCORDANCE WITH FIGURE 8602. 1 0.8(1). FASTENING OF TOP AND LONG ANCHOR BOLTS
BOTTOM WALL PLATES TO FRAMING, RIM JOIST, BAND JOIST AND/OR BLOCKING SHALL BE IN ACCORDANCE WITH TABLE G02.3(1).
—� sheet #:
BELOW A RIM JOIST END JOIST OR OTHER PARALLEL IF MEMBER FOOTING DETAIL SCALE: N.T.S. I I C �NE OF STEPS ABOVE
2. WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR L � r};. � � r{;_ ,1•�
SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE RG02. 10(2). WHERE A PARALLEL TL T� TL `1C
FRAMING MEMBER CANNOT BE LOCATED DIRECTLY ABOVE AND BELOW THE PANEL, FULL DEPTH BLOCKING AT I G-INCH SPACING SHALL BE 611 7'-4" 6'-7" 7'-6" 6'-7" 7'-4" 6"
PROVIDED BETWEEN THE PARALLEL FRAMING MEMBERS TO EACH SIDE OF THE BRACED WALL PANEL. FASTENING OF BLOCKING AND WALL
• 2
PLATES SHALL BE INACCORDANCE WITH TABLE 8602.3(1) AND FIGURE 8602. 10.8(2) 14'-9" 30-4" FOUNDATION PLAN
3. CONNECTIONS OF BRACED WALL PANELS TO CONCRETE OR MASONRY SHALL BE IN ACCORDANCE WITH SECTION 8403. I.G. 5 1'-1 112'-0" 11411= 1 1-0111 Of 5
BUILD THIS ROOF THRU PIR5T
Thomas D. Reilly, P,E.
4 BEZEL LANE
SMITHTOWN, NY 11787
a «; TOP OF PLATE 5'-0" TOP OF PLATE 8'-0" TOP OF PLATE 5'-0"
T: 631-724-5740
o o E: TDRPE@TDRPE.COM
0C O J ��'J 02 ° r\Q J n2 O
c' u_ ENGINEER'S CERTIFICATION
iN U O hjA N 122 O N THIS ENGINEER CERTIFIES THAT TO THE
HHRC44 G- I Od x 1 1/2"TO RAFTER BEST OF HIS KNOWLEDGE,
1 G-I Od x 1 1/2 CARRYING MEMBER G- I Od x 1 1/2" TO PLATES 2J`�"� ''" 2"x 8" R.R. 2"x 8" R.R. \�� O INFORMATION AND BELIEF,THE PLANS
2-1 Od x 1 1/2 EACH HIP
NOTE: USE HCP42 AT SAWN-LUMBER /�"h/� x0 !� \� ARE I ACCORDANCE WITH APPLICABLE
HIPS AND VALLEYS ,i 2"x 8" R.R. @ I G"o.c. 4"XG" NF @ I G"o.c. @ I G"O.C.oc � F.
REQUIREMENTS OF THE BUILDING
POST �TF F 4"XG" 2"x 8" R.R. @ I G"o.c. CODE(5)OF NEW YORK STATE.
o ��SF r\F� POST
TOP OF PLATE 9'-G" ����� 2"�� d\'`\Q TOP OF PLATE 9'-G" o
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RIDGE/ HIP CONNECTION DETAIL SCALE: N.T.5. HIP/ TOP PLATE CONNECTION DETAIL SCALE: N.T.S. - N F z \A eP I x _ 2 2 LL_
ALL DRAWINGS,SPECIFICATIONS AND COPIES
THERE OF FURNISHED BY THE ENGINEER ARE
02 6 Lu ( O U w O AND SHALL REMAIN THE PROPERTY OF THE
Lu 2"x G" R.R. I 0L p w �q�� 0 I �Q " " �% " " ENGINEER.THEY ARE TO BE USED ONLY WITH
�i O (2)2 x8 2 (2)2 x8 ° O 2 x G R.R. v w D
G"O.C. RESPECT TO THIS PROJECT AND ARE NOT TO
g e° I %D p RIDGE �( w 2"x RIDGE p @� I C O.C. g SBE USED ON ANY OTHffF\PROJECT.
UBM 5S ON OR DISTR BUTTON O MEET
0- 02 v x - 1 P U' Oiy . - - I o2 2J
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SIMPSON C520 STRAP X 24 O \Q I ��P Fp �I �cq I - 8'y/ O FOR OTHERPURP05ES IN CONNECTION WITH
LONG @ I G o.c. EACH RAFTER O 2 �� D W O `' ?w 2S�c� I x O THE PROJECT 15 NOT TO BE CONSTRUED AS
CONTINUOUS RIDGE VENT l2� N @) I " O 5 N IN DEROGATION Off THE
Q x \J n > J �(� (V r ENGINEER'S COMMON LAW COPYRIGHT OR
Z �\ N 2"� O 2 2 I OTHER RESERVED RIGHTS.
TOP OF PLATE 9'-G" TOP OF PLATE 9'-G"
WELCOME ME
2 MAX
OPEN RIDGE AS PER PLAN ,i2"x 8" R.R. @ I G"O.c. OST F\A��P T'c�I�F h/� 4"XG" „2"x 8" R.R. @ I G"o.c.
15-1/4"
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� R.R. A5 PER PLAN "`� 2 2 x 8 R.R. „ 2 x 8 R.I . �}-
MAX 51MP50N H_A " \O @ I G"O.C. @ I G"o,x7 welcome.home.cle5ign.ny@cjmail.com
HURRICANE TIE @ 16 o.c.
\ 22
`--SOLID BLOCKING BETWEEN °L u
RAFTERS ATTACHED TO TOP 02 ° o \Q (2J2" U
02 °
PLATES WITH 8d @G" O.C. _j °L u xO'I' -
- �2 a F � x -
ALONG LENGTH OF BRACED "' O l2 = = �T o N U
WALL PANEL
TOP OF PLATE 5'-0" kj
p cm U p TOP OF PLATE 5-0"
F-
TOP OF PLATE 8'-0"
TYPICAL RAFTER (CONNECTION DETAIL TYPICAL GABLE RIDGE CONNECTION DETAIL
SCALE: N.T.S. SCALE: N.T.S.
Lu
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BUILD THIS ROOF THRU FIRST Q �"
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3'-0" HIGH RAILING W/ 5ECON D FLOOK ROOF PLAN 1/411= 11.011 R/ �--
2 X 2 BALUSTERS
" O.C. (TYPICAL) S
W.I. CLO. M.BEDROOM COVERED BALCONY R G O
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WATERPROOFING MEMBRANE BL. FLA5HING REVERSE TAPERED WATERPROOFING MEMBRANE AS PER MAUF. SPECIFICATIONS 2 9'-I "
AS PER MAUF. SPECIFICATIONS PLYWOOD + INSUL. 51MP50N JOIST DJ @ I G"o.c.
3/4"TSG CDX PLYWD.—� CANTILEVER HANGERS @ I G"o.c. 5/4" DECKING 3/4"TSG CDX PLYWD. O O
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I
@ I G"o.c. F.J. AS PER PLAN GUTTER AND LEADER AS PER CODE O
I Od NAILS @ 4"o.c. HU28 @ I G"o.c. 2"X LEDGERS W/ C LL
2) 1/2" O LAG FLUSH HEADERAS I/2" GYPSUM v
PER PLAN RAILING W/ O Q z
BOLTS @ I G"o.c. WALL BD. @ 3' HIGH 2" 2" BALUSTERS t O
2"X 4" @ � '--C.J. AS PER PLAN—� TAPERED (I/4" PER FT.) R.R. WALLS �CLG. O C LL U
SIMPSON H3 �HU2G @ I G"o.c• SET BOTTOM FLUSH WITH C.J. - @
--- - - ---- - ---- - -- ----
SI I G O.C. BEAD BOARD CLG. R-30 INSULATION
TOP OF PLATE 4'-10" I I TOP OF PLATE 4'-10" - -- - - --- - ---- - --
HEADER AS FLUSH HEADER AS PER PLAN (� (�
I 4.. 8'-9" � 42 17'-5" O 42 [L 8'-9" 4.. `-' �
PER PLAN
COVERED BALCONY v W O
o m m „ 2"x 10" C.J.@ I G"o.c.
B �p
I - W: C5-W5P SET AT 8'-0" BW: CS-W P -- 2"xG"C.J. @ I G"o.c.
-N U U SET AT 8'-0" _
=1N I tu> g b ATTIC
41-011 G'SL. G1L. DOOR 4-C - -
- I map D_ 5-5 4-3 = 4 XG (2) 2 x 10 �t 4-0 O� � 4-5
COVERED PORCH FOYER KITCHENIN
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(NEW) (NEW) (NEW) I U p I `v ABV. POST I ~ Q iD
1 Q� x O QQ? I OCOm c� CLG O �
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N 0 �' --�'-- I �'I�o` I M.BATH - N`q -- - O
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UPPER LEVEL FRONT BALCONY DETAIL UPPER LEVEL REAR BALCONY DETAIL m N =IN I IIx BELOW\ 3, 42„ SLOPE HIGH FLAT CEILING SLOPE � � N �xQ = _ N ; .<Y- %RP"/
CLG. UP 4 � N _ _ //0 ? .0,
N _ =u CID TIN CLG. UP - m
SCALE: N.T.S. SCALE: N.T.S. l�
NEW ROOF BELOW 4 N 8'-9.. 42 17-5" 2" 7'_O"N TUB 4' I 5' 4 N c, >
a� m
26 Li
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p I POST Q 4-42 O [� 4-5 NEW ROOF BELOW
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A g/ --- a-
2"x 10"C.J.@ I G o.c. --- - � � - A v REV. DATE:
2" _ I O - SET AT 8'-0" i N v N SET AT 8'-0' O
12" 2" 12" 2" Lp _ 5-O 2 G'-8" 2 5'-0" 1 8'-9" 4"
- - ------------ - - ------ _
TOP OF PLATE 4'-10" U W. 20 C9 20 W.I. -1N i !L
NEW i CLO. CLO. TOP OF PLATE 4-10
NEW I NEW
LAV. C9 - - Cn I ;,
TUB I _ ( ) x _
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SHOWER OUTDOOR BALCONY BW
CS-W5P
2 2 3 LB 5/4 DECKING CS-WS
NEW BATHROOM LAUNDRY NEW KITCHEN/ 3
FIRST FLOOR LAUNDRY FIXTURESdrawn by: df
2" 1 -___ \\, 3' HIGH RAILING W/
2"X 2" BALUSTERS
I
NEW ROOF BELOW @ O.C. :...
F2 2,.1 2„1 2�,1 2,�1 � . . • . scale:'a�
I I I
I I NEW NEW NEW NEW
NEW LAV. WASHER SINK DW PLUMBING NOTES: 1 I
WC• 1 . ALL PLUMBING 15 IN ACCORDANCE WITH CHAPTERS date: 02/25/2
NEW q 27, 30 * 31 OF THE 2020 RESIDENTIAL CODE OF NEW
SHOWER 2" 2" YORK STATE. C B
2" 3" LB 2"
sheet #:
3" TO EXISTING APPROVED Ik
SANITARY SEPTIC SYSTEM
3'-5" 5'-8 I 5-8"
4" 3
HOUSE TRAP
..,
01-111 1 ,51-211 91_1 11
PLUMBING RISER, DIAGRAM 3E'-4" SECOND FLOOD PLAN 1/411= 1 '-0111 of 5
SCALE: N.T.S.
ELEV. +33_.7 Thomas D. Reilly, P.E.
CONT. RIDGE VENT(TYP.) CONTINUOUS RIDGE 4 BEZEL LANE
VENT SMITHTOWN, NY 11787
..
12 12 .... . :...........1.,2. ...::.:.:.: --
- _.._....._..... - ----- -NEW ASPHALT ROOF SHINGLES - - - - - - -::.::..._......:_.__ - T: 631-724-5740
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m.._....m..,_a. __.a_. _ . _ ._.
• E@TDRPE. M
T/O PL.@ DORMER
ENGINEER'S CERTIFICATION
71
T/O PL THI5 ENGINEER CERTIFIES THAT TO THE
_ T I :I —-
5E5T OF HI5 KNOWLEDGE,
ILL___- ILJ I I - MATION AND BELIEF,THE PLANS
NEW ASPHALT j` ARE O N ACCORDANCE WITH APPLICABLE
—ROOF SHINGLES— _ — BL. FLASHING— REQUCODE(5)IVIENT5 Of THE OF NEW YORK STA DING
NE NEW NE --T/O PL.
SL. GL.
2'-0" I„X FREEZE BD. DOOR
NEW 3'-0" HIGH GUARD NEW 3'-0" HIGH GUARD I"X FREEZE BD. W/ O
I RAILING AS PER CODE
DECORATIVE RAFTERYWIYI� 17
RAILING AS PER CODE -DECO. RAFTER TAILS -
TAILS @ I G" 0.C. (I YP.) A=NEW CEDAR SHAKE 51DING,h11 I NEW CEDAR SHAKE SIDING O NOTICE:
ALL DRAWINGS,SPECIFICATIONS AND COP
NOTE: 12 U J Ln IES
SET TOP OF FIRST 1 2 % L�BL�FLASHING �__I 3 BL. FLASHING AND SHOALL REMAIN THEPROPERTYPROPERTY OFT E�
I2 3THERE
FLOOR BEDROOM 3 i ___ — U u T/O SUBFL. -1N RESPEC ENGINEER.O THI5 PROJJECT AND THEY APE TO BE DARE NOT ONLY WITH
WINDOWS AT 7'-0" _........:
SHING�—v — — BE USED ON ANY OTHER PROJECT.
NEW ASPHALT ROOF SHINGLES
-
ROOF SHINGLES -""NEW A5PHALT BL. FLAB —_NEW ASPHALT ROOF SHINGLES_ �- _� SUBMISSION OR DISTRIBUTION TO MEET
i
.:..:::::::::.:::..:........ ___ _
OFFICIAL Y QUIREMENTS OR
T/O PL. – __ – – — N FOR OTHER PURPOSES IN CONNECTION WITH
BED_ROOMS __T/O PL_.-
THE PROJECT IS NOT TO BE CONSTRUED AS
PORCH PUBLICATION IN DEROGATION OF THE
ENGINEER'S COMMON LAW COPYRIGHT OR
OTHER RE
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8"x8" 0 DECORATIVE COLUMN ..I ah.'. L.i- NEW
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07NEW BAY
O 3-0 12H BALUSTE 3-0 H G RAILING I, - -
tL / „ „ 3'-0" BELOW GRADE MIN.
-- - -- L. W ; r W/ 2"X 2" BALUSTERS
WINDOW
NEW NEW ; I; NEW NEW 5" O. . (TYPICAL) LV. MTL. POST ANCHOR(SIMP50N ` I I 15"O Q GA iO.C. ICAL)
STRONG TIE: RPBZ W/SIMPSON I/4" 0
SDS TITEN SCREWS I I/2" LONG)
o
WOOD 5TEP5 TO
SIDING' T/O
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T/O 5UBFL_ CEDAR SHAKE "� SUBFL. HIM HANDRAILS AS REDID. E EV +8.2
NOTE: 5ET TOP OF FIRST FLOOR WINDOWS
AT 8-0 UNLES
5 NOTED OTHERWISE
i. NON STRUCTURAL
I G"X 8""SMART-VENT" DECORATIVE COL.
FLOOD VENT (TYP.)
(TYPICAL) GRADE- ELEV. +4.0
WOOD STEPS TO GRADE W/ WOOD STEPS TO GRADE W/ W
I I I I I HANDRAILS A5 REQ'D. I I o Z I I I I I I I I I I I I I I I I I I I HANDRAILS A5 REDID. `.J
� L __—--- -- - --- - --- - --
L _____ _______ _ _ __ _ _ —� L L L_J L L_J L L L _J L_J L L L L W U
4"X 4"TREATED WOOD POST ON I G" 0 P.C. PIER(TYPICAL)
NOTE: BOT. OF PIER ON VIRGIN 501L(3'-0" MIN. BELOW GRADE) Q
PROVIDE GALV. MTL. POST, BASE AND CAP ANCHORS(5IMP50N OR EQ.)
NOTE: ALL LUMBER USED AT EXTERIOR TO BE PRESSURE TREATED ( f1
AS REQUIRED. ALL HARDWARE TO BE GALVANIZED. vv JJ
FRONT ELEVATION 1 '/ 4 " = I ' - 0 " RIGHT SIDE ELEVATION 1 / 411 = 1 ' - 0 " U-i �
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i I NEW ASPHALT _ I -ROOF SHINGLES
T/O PL. ROOF SHINGLES BL. FLASHING
------- T/0 PL. N
- --- -- - ---- - -- NEW CEDAR SHAKE SIDING -- 4
T/O PL._— T/O PL.- U U BEDROOMS 4,
BEDROOMS PORCH ---- A
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8"x8"0 DECORATIVE COLUMN SET TOP OF FIRST VINYL � ----_---�'
OVER 4"x4"TREATED POST W/CAP € FLOOR BEDROOM SOFFIT
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O NOTE: -
SET TOP OF FIRST BASE ANCHORS ON I G" 0 P.C. FTG = WINDOWS AT T-O"
O O FLOOR BEDROOM 3'-0" BELOW GRADE MIN. w o REV. DATE:
WINDOWS AT T-O" GALV. MTL. POST ANCHOR(SIMPSON NEW BAY ~
STRUCTURAL L:I STRONG TIE: RPBZ W/51MP50N 1/4" 0 WINDOW NEW NEW NEW NEW g
BRACKETS AS SDS TITEN SCREWS I I/2" LONG) �-
REQUIRED BY
NEW NEW 3'-0" HIGH RAILING NOTE: NEW
MANUF. SPECS. W/ 2"X 2" BALUSTERS SET TOP OF FIRST FLOOR WINDOWS
5" O.C. (TYPICAL) AT 8'-0" UNLESS NOTED OTHERWISE
T I I I I T/0 PLYWD. � INSUL. � -
_ T/O_ SUBFL. _ NEW CEDAR SHAKE SIDING _ SUBFL. _ STRUCTURAL T/O 5U 3f
III L LT L IJ J L I' REQUIRED BY MANUF. SPECS. ELEV. +8.2
I
WOOD STEPS TOL 1 1111 1 NON STRUCTURAL NON STRUCTURAL
LA 11 11 LIYW�L�
GRADE W/HANDRAILS DECORATIVE COL. WOOD STEPS TO GRADE W/ DECO. COL. I G"X 8""SMART-VENT"
A5 REQ'D. I G"X 8""SMART-VENT"
FLOOD VENT(TYP.) (TYPICAL) HANDRAILS AS RE-D. �- FLOOD VENTS
(TYP. 8 LOCATIONS) GRADE- ELEV. +4.0 drawn by: df
= I I I 4"X 4"TREATED WOOD P05T ON I I I I III
I Z I I I I G" 0 P.C. PIER(TYPICAL) I I i I I III I ... Z
NOTE: BOT. OF PIER ON VIRGIN SCale: a5 noted
`m : ------------------� I I I I I I I I� I -----------� m
-------- ----- -- —T_ I 501 L(3'-0" M IN. BE LOW GRADE) ---------------------------------------- -------------------------------
L --- ----------------------------- I _J L PROVIDE GALV. MTL. POST, BASE — L L_JL--------------------------------------------------------------------------------------
AND CAP ANCHORS (5IMP50N OR EQ.)
NOTE: ALL LUMBER USED AT EXTERIOR
date: 02/25/2 1
TO BE PRESSURE TREATED AS REQUIRED.
L E F T 51 DE E L E V A T 1 0 N 1 14 11 = 1 ' — 0 11 ALL HARDWARE TO BE GALVANIZED. REAR ELEVATION 1 / 4 11 = 1 ' - 0 "
sheet #:
of 5
ELEV_ +33.7 -
Thomas D. Reilly, P,E.
12 12 4 BEZEL LANE
6 6 2"x8' SMITHTOWN, NY 11787
T/O PL.@ M.BATH RIDGE
2"X G" C.T. @ I G"O.C. 12
10+/-I T: 631-724-5740
° I _p -- --- IBX FREEZE BD. W/ I/2" GYPSUM
DECO RAFTER TAILS WALL BD. @ E: TDRPE@TDRPE.COM
R-30 INSUL. SIMPSON H2A R-30 WALLS CLG. R-30
@ I G"o.c. I Cd NAILS @4"o.c.(TYPICAL) INSUL. Lu INSUL.
II II II II II I (TYPICAL) I II II II II II 2"X G" @ I G"o.c. (TYPICAL) F- ENGINEER'S CERTIFICATION
THIS ENGINEER CERTIFIES THAT TO THE
it II II I II II II II I 0
BEST OF HIS KNOWLEDGE,
I I I T/O PL. _—__ INFORMATION AND BELIEF,THE PLANS
_ HALL M. BATH SHWR.
W.1. CLO. W.1. CLO. 0 O ARE IN ACCORDANCE WITH APPLICABLE
3'-O" HIGH RAILING W/ O (NEW) 0 (NEW) (NEW) REQUIREMENTS OF THE BUILDING
NOTE: CODE(S)OF NEW YORK STATE,
IF LESS THAN 3/I 2 PITCH, DOUBLE 2'-p (NEW) (NEW) '
UNDERLAYMENT MUST BE INSTALLED _
2"X 2" BALUSTERS � �O 2-0'
ALL THE WAY TO THE TOP OF THE ROOF ATTIC O BL. FLASHING , 0 ATTIC
O 5" O.C. (TYPICAL)
�D ATTIC
3-0' (NEW) Ln 2"X LEDGER BD. A5 PER PLAN Ln ' dj (NEW)
1 2 HIGH NOTE: SET TOP Ln (NEW)
ICf'-SHIELD RAILING OF F.J. FLUSH _ R-30
YMENT Cn'P) I
UNpERIA R. INSUL. -�3 J���1 _ T/O SUBFL.___ INSUL. 2"X 12' FJ 12"O.C. NSUpL. ALL DRAWINGS,SPECOFICATIONS AND COPIES
2'-pu 12 THERE OF FUPNI5HED BY THE ENGINEER ARE
T/O PL. 3�— AND SHALL REMAIN THE PROPERTY OF THE
T/O PL. L II II II II II II II I p[ oC N --
NOTE: FLOOR JOISTS ENGINEER.THEY ARE TO BE USED ONLY WITH
BEDROOMS + PLANT _ Q FLUSH HDR. \--112" GYPSUM 2' X 12" FJ @ I G' O.C. RESPECT TO THI5 PROJECT AND ARE NOT TO
I p N AS PER PLAN O If HEADER AS PER PLAN FLUSH HDR. BE USED ON ANY OTHER PROJECT.
1/2" GYPSUM SHELF O Qz AS PER PLAN WALL BD. @ C.J. AS PER PLAN DECO. C.J. AS PER PLAN AS PER PLAN
2 X LEDGER BD. SUBMISSION OR DISTRIBUTION TO MEET
@ - z AS PER PLAN RAFTER 2"X LEDGER BD 2 X 1 2 FJ @ I G'Q.C. FOR OTHER PURPOSES IN CONNECTION WITH
WALL BD. Q Q WALLS E CLG. OFFICIAL REGULATORY REQUIREMENTS OR
WALLS Cu;. 00 N TAILS AS PER PLAN THE PROJECT IS NOT TO BE CONSTRUED A5
pL TYPICAL WALL PUBLICATION IN DEROGATION OF THE
ui o O 8"x8" ROUND DECORATIVE
F- Q --� �� �� CONSTRUCTION ENGINEER'S COMMON LAW COPYRIGHT OR
O w_ _ M/ COLUMN OVER 4x4 TREATED -CEDAR OTHER RESERVED RIGHTS.
Z O O POST W/CAP* BASE ANCHORS 15# FELTHAKE SIDING
O - O u- O O TO CONIC. ON EXISTING FTG. -I/2" PLYWOOD SHEATHING
' BEDROOM #2 CLO. CLO. O FOYER - ,L - GREAT ROOM COVERED PORCH 3'-0" BELOW GRADE MIN. COVERED F'ORCH GREAT ROOM
- O - -2"x 4"STUDS@ I G"o.c. o WELCOME WME
(NEW) (NEW) (NEW) (NEW) (NEW) (NEW) GALV. MTL. POST ANCHOR - (NEW) -R-15 BATT. INSULATION - (NEW) 7,J8 In
N-0" HIGH RAILING W/
(SIMPSON STRONG TIE: RPBZ -1/2"G.W.B.
'L' 2."X 2" BALUSTERS welcome.home.cle5ign.ny@cjmail.com
O.C. (TYPICAL)
T/O SUBFL. ! O
1
ELEV. +8.0 3/4"T G PLYWOOD SUBFL. ! ! Z 3/4"T G PLYWOOD SUBFL 5/4DEC T/O SUBFL T(O SUBFL. 3/4"T G PLYWOOD SUBFL. PLYWOOD AND IN5UL.
KING
-- DJ PER PLAN -- - _ _- - ---- -
T/O PORCH �- STRUCTURAL BRACKETS AS
R-30 INSUL. LEDGER BD. REQUIRED BY MANUF. SPECS.
. `-GIRDER AS PER PLAN -� GIRDER AS PER PLAN HEADER AS LEDGER BD. _ �_ �GIRDER AS PER PLAN - - R-30 INSUL.
CRAWL SP. NEW F.J.@ I G"o.c.FLU5H PER PLAN -
(NEW) W/ EXISTING, F.J. CR055 CRAWL SP.
BRIDGING AT MIDSPAN (NEW)
GRADE- ELEV. +4.0 2"SCREED SLAB GRADE- ELEV. +4.0
' NEW 3" 0 STL. COLUMN 4"X 4"TREATED WOOD POST ON
8" P.C. WALL ON I G"X 8" ON 30"X 30"X 12" ' = 1 G" 0 P.C. PIER(TYPICAL) L--- L---J
P.C. FTG. W/ 2"X 4" CONT. P.C. FTG. (TYPICAL) Z NOTE: BOT. OF PIER ON VIRGIN }"
KEYWAY. (TYPICAL) �,' cn 501L(3'-0" MIN. BELOW GRADE) Z
E�nPROVIDE GALV. MTL. POST, BASE ` Lu
NOTE: AND CAP ANCHORS (SIMPSON OR EQ.)
- 5!8' 0 ANCHOR BOLTS @ 32' O.G.
- II _ I 11
W/MIN. EMBEDMENT OF. WITH S E C T I O N A A 1 / 4 II _ 1 i O II — y J
3"X 3" SQUARE WASHER. HOLD 12" SECTION B - B 14 I - 0 z
OFF CORNERS AND 4"-1 2" OFF EACH U CD
END OF EACH 51LL PLATE, PROVIDE
UPLIFT STRAP CONNECTIONS. Q � Q
ELEV. +33.7 BUILD ROOF OVER BUILD ROOF OVER �— I--•
- - - - - FIRE BLOCKING NOTES:
PROVIDE FIREBLOCKING AT THE W �— lL I
FOLLOWING LOCATIONS: 1_L_ �-
2 • IN CONCEALED SPACES OF STUD 0
12
G� GI TYP. ROOF CONSTR. WALLS I PARTITIONS (VERTICALLY z
12 I I I I I II II I IIqL�Mil
FIBERGLASS ROOF SHINGLES @ CEILING FLOOR LEVELS;
HORIZONTALLY @ INTERVALS ^
I I I I I I III II unII II II II (MATCH EXISTING) NOT EXCEEDING 10)
IO+,- T/O PL.@ M_BEDROOM n n n I I 15# FELT •AT ALL INTERCONNECTIONS ATC.J. AS PER PLAN 1/2" GYPR-30 INSUL. T/O PL.
SET @ 10'-0" WALL BD. @ II I BUILD KNEE 2) 5/8" 0 THRU BOLTS R-30 IN5UL. ICE SHIELD UNDERLAYMENT SOFFITS, DROP CLG'5 t
' I II �1-- ( I'-p" 1/2" PLYWD. SHEATHING COVE CLG'S.
u R-30 INSUL. WALLS CLG. "' TO ROO ABV. _T/O PL. R-1 9 INSUL. T/O P_L_ BUILD KNEE WALL •AT CONCEALED SPACES BETWEEN O Q
R. 5@ SLOPE CLG. TO ROOF ABV. R.R. AS PER PLAN
BLIND FLASHINGR-
BLIND FLASHING 19 BATT INSUL. (AT SLOPED CLG) �L O
R-30 IN UL PDR PLAN ' / BUILD THIS ROOF FIRST ROOF 2 LEDGEP,BD. •AOO BOTTOM
OF
AROUND QVENTS,
2 LEDGER BD. R-30 BATT INSUL ( AT FLAT CLG.)
I/2" G.W.B. PIPES AND DUCTS @CEILING I ( 1 z
COVERED O HDR. AS MASTER BEDROOM M. BATH T/O PL� AND FLOOR LEVEL W/APPROVED �.J O
I"X FREEZE BD. W/ O MATERIAL TO RESIST THE FREE
W.I. CLO. MASTER BEDROOM BALCONY - PER PLAN
3'-0" HIGH RAILING W/ p NOTE: DECO. RAFTER TAILS O - (NEW) O (NEW) 2'-0" I R/
2"X 2" BALUSTERS (NEW) _ - (NEW) (NEW) IF LE55 THAN 3/12 PITCH, DOUBLE PASSAGE OF FLAME AND U
5" O.C. (TYPICAL) O UNDERLAYMENT MUST BE INSTALLED 2'-0" 0 PRODUCTS, OF COMBUSTION. O LL_I
RAGING W/" HIGH ALL THE WAY TO THE TOP OF THE ROOF ' •OVER ALL GIRDERS AND BEARING
SET TOP OF 2"x2" BALUSTERS LIND U)
SLASHING
REF. FRONT BALCONY - IEUp WALLS.
F.J FLUSH 5" O.C. (TYPICAL) ICE 5h ) 12
DETAIL-SHEET 3 --� R-30 _ YMENT C� - ---- - --------- --=------- - ------
UNpERl3 3�- R-30 - 12 Z .1
3/4"T G PLYWOOD SUBFL. INSUL. T/O SUBFL. N 2'-0" - 3/4"T G PLYWOOD SLID L.---\ INSUL. —�3 u J
(2) 2"X 8" FJ @ I G"O.C. -+- —••_. �� �� �� � O T/O SUBFL_ _
(2) 2 X 1 2 FJ @ I G O.C.- - ' _�
T/O PL_ 6) -----Q(2) 2"X 12" FJ @ 12"O.C. � O
m/ -- N T/O PL. n u u n n u u I CV
LLJ REF. REAR SOLID - I/2"GYPSUM
_ I/2" GYPSUM BEDROOMS AL00 RJOI�SNS
,L NOTE: O WALL BD. @ BALCONY ---- 1/2" GYPSUM R-30 INSUL. FLU5H HDR. BLOCKING WALL BD. @ 2 X LEDGER BD. T/Q CH
f- MAINTAIN 0-8" - DETAIL- C.J. AS PER PLAN PORCH
Q WALLS CLG. WALL BD. @ AS PER PLAN WALLS CLG.
AS PER PLAN
• •HEADER A HEADROOM AT � SHEET 3 WALLS +�CLG.
PER PLAN STAIR
" ROUND
TIVE
TYPICAL WALL
COLUMN OVER 4"x04"TREATED
P05T W/CAP� BASE ANCHOR5
0 R-15 CONSTRUCTION 0 RI 5 INSUL. TO CONIC. ON EXISTING FTG.
O INSUL. - -CEDAR SHAKE SIDING O '
COVERED PORCH ' O O O ' O O O 3'-0" BELOW GRADE MIN.
KITCHEN -15# FELT BEDROOM #3 HALL LAUND. - KITCHEN - GREAT ROOM COVERED PORCH
(NEW) -I/2" PLYWOOD SHEATHING 6j GALV. MTL. POST ANCHOR
(NEW) (NEW) (NEW) (NEW) (NEW)
t- -2"x 4" STUDS@ I G"o.c. (NEW) (NEW) (SIMPSON STRONG TIE: RPBZ
3'-0" HIGH RAILING W! -R-15 BATT. INSULATION W/51MP50N 1/4" 0 SDS TITEN
2"X 2" BALUSTERS = -1/2" G.W.B. SCREWS 1 1/2" LONG)
5" O.C. (TYPICAL)
w
p NEW F.J.@ I G"o.c. WITH T 0 SUBFL. NEW F.J. @ I G"o.c. LEDGER BD. 5/4" DECKING
z CROSS BRIDGING AT MIDSPAN T/O SUBFL. ELEV. +8_0 -- 3/4"T G PLYWOOD SUBFL. CROSS BRIDGING AT MIDSPAN 3/4"T +1 G PLYWOOD SUBFL. DECK JOISTS AS PER PLAN T/O SUBFL.
5/4" DECKING L ----
@ f10USE
DECK JOISTS GIRDER AS PER PLAN V GIRDER AS PER PLAN R-30 INSUL.
AS PER PLAN CRAWL SP.
CRAWL SP.
2"SCREED SLAB (NEW)
(NEW) OVER VAPOR BARRIER,
GRADE- ELEV. +4.0 GRADE- ELEV. +4.0
' 4"X 4"TREATED WOOD `.. `. NEW 3" 0 5TL. COLUMN L_— — J `' r�" NEW 3" 0 STL. COLUMN
4"X 4"TREATED WOOD P05T ON
P05T ON I G" 0 P.C. ON 30"X 30 X 12" ON 30"X 30"X 12" = I G"0
p P.C. PIER(TYPICAL)
Z NOTE: BOT. OF PIER ON VIRGIN
• PIER(TYPICAL) P.C. FTG. (TYPICAL) P.C. FTG. (TYPICAL) .' SOIL(3'-0" MIN. BELOW GRADE)
. NOTE: BOT. OF PIER ON �� �'!
' VIRGIN 501L(3'-0" MIN.
PROVIDE GALV. MTL. POST, BASE REV. DATE:
BELOW GRADE) PROVIDE
AND CAP ANCHORS (SIMPSON OR EQ.)
GALV. MTL. POST, BASE S E C T I O N C -- C 1 / 4 11 1 1 - 0 11 S E C T I O N D - D 1 / 4 11 _ 1 1 - 0 II
AND CAP ANCHORS
(SIMPSON OR EQ.)
SHEATHING
SIDING
4"X 4"TREATED POST FLASHING FOR
R3 1 2 GUARDS AND WINDOW FALL PROTECTION AS PER PLAN, CONTINUOUS WATER TIGHTNESS
GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, TO GIRDER BELOW _Z TYPICAL ROOF CONSTRUCTION BLIND FLASHING
DECKING ROOF SHINGLES
THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT TYPICAL ROOF 2X8 LEDGER BD.
WITHIN 3G INCHES HORIZONTALLY TO THE EDGE 0-THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED — -- DECKING N 1 2'CDX ROOF 5HEATHING CONSTRUCTION EA5#fELT W1CH
H I/U 0 BOLTS drawn by: df
EACH STUD
OR EQUAL
GUARD. �• DECK JOISTS AS PER PLAN APPROVED JOIST HANGER _ _
2x LEDGER W/FASTENERS IN ° OR EQUAL - EQUAL)
R31 2. 1 .2 HEIGHT (GIRDER-TOLEDGER scale
REQUIRED HEIGHT AT OPEN SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, 52.5 JOIST) ° -FLOOR JOISTS - I Od a5. no
ROOF RAFTERS R
ACCORDANCE WITH TABLE R507.2 I/2"0 BOLT W/ I/2" :.. � I Gd @
5-8d TO GIRDER FASCIA AS PER PLAN
. - .. x I/2" @ .. ted
SHALL BE NOT LE55 THAN 3G INCHES IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE 5-8d TO JOIST _ MAXIMUM SHEATHING @ 2"XG" LEDGER BD. 2
OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. 5IMP50N BC SERIES OR EQUAL DTT I Z 51MP50N DECK TENSION TIE N 3G" o.c. SPACING OFSTAGGER VENTED SOFFIT (2)1 Gd @ EA. STUD RAFTER
EXCEPTIONS: MIN 750 LB CAPACITY AT 4 LOCATIONS, 1/2"0 50LT W/ 1/2" FASTENERS. FASTENERS HEADER AS PER PLAN AQQER PLAN LU52G (OR EQUAL)
I . GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LE55 THAN 34 INCHES MEASURED GIRDER AS PER PLAN EVENLY DISTRIBUTED ALONG DECK AND ONE MAXIMUM SHEATHING - z 4 1 Od @ LEDGER
4"X 4" LEDGER N — IN 2 ROWS CEILING JOISTS date: 02/25/2 I
VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. WITHIN 24" LD EACH END OF THE F 3G'o.c. SPACING OF AS PER PLAN 4 I Od @JOIST
TREATED GALV. MTL.POST CAP. LEDGER. HOLD-DOWN DEVICES SHALL
2. WHERE THE TOP OF THE GUARD SERVES AS A rANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE POST 51MP50N BC SERIES FASTENERS. x
GUARD SHALL NOT BE LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES AS MEASURED VERTICALLY FROM A FULLY ENGAGE DECK JOIST PER HOLD- - Q ° GALV. MTL. POST CAP
LINE CONNECTING THE LEADING EDGES OF THE TREADS. OR EQUAL DOWN MANUFACTURER. � 2� ° ° ° ANCHOR 51MP50N BC
CLG. JOISTS
GALV. MTL. POST ANCHOR. SERIES OR EQUAL AS PER PLAN sheet #:
GRADE ° A FULLY THREADED 1/2" 0 LAGL�l 2�� d Z
R3 1 2. 1.3 OPENING LIMITATIONS (5IMP50N STRONG TIE: RPBZ SCREW PREDRILLED W/MIN. 3" MIN LAG SCREW OR BOLT m
+ REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT a a W/51MP50N 1/4" 0 SDS TITEN PENETRATION TO CENTER OF
ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. °° SCREWS 1 1/2" LONG) TOP PLATE, STUDS OR HEADER.
EXCEPTIONS: CONC. PIER
1 . THE TRIANGULAR OPENINGS AT THE OPEN 51DE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A AS PER PLAN q
GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE G INCHES IN DIAMETER. PLACEMENT OF LAG SCREWS TYPICAL PORCH ROOF DETAIL TYPICAL PORCH ROOF CONNECTION
2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PA55AGEOF A SPHERE 4 3/8 TYPICAL PORCH P05T DETAIL SCALE: N.T.S. TYPICAL PORCH LEDGER DETAIL SCALE: N.T.S. 13OLT5 LEDGER BOARD SCALE: N.T.S. HEADER
INCHES IN DIAMETER. SCALE: N.T.S. DETAIL SCALE: N.T.S.
of 5
kh I O OV(OU A-4, e le Gfric , e1c. M u,54- b%_ Dfl
I DCG- a4- 9! tl eva. 'm h�A°Y -b Mee,4- FFM - AUG 1 2 gr1n
U LDING DEP
PERFORMANCE RATINGS(AHRUISO 13256-1) TOWN OF SOUTH
MODEL CAPACITY COOLING HEATING PRESSURIZED RETURN AIR DUCT
CAPACITY(BTUfHR) EER CAPACITY(BTUIHR) COP FLOW CENTER CONNECTION (W/
FULLLOAD 27,100 19.9 19,000 43 VIBRATION BREAK
YT-024 PARTLOAD 21,400 28.2 15.200 4.8 S AND FILTER RACK)
YT-036 FULLLOAD 41,200 20.9 29,100 4.5 �_
PARTLOAD 31.500 31.3 23,300 5.1 <
YT-048 FULLLOAD 53,300 20.2 39.900 4.3 EXPANSION TANK a PAmf NEW yo
PARTLOAD 42,600 29.6 32,000 4.9 a N 5t pd)•CAgO49'f
YT 060 FULL LOAD 64,300 19.3 49,200 4.1 Z
PART LOAD 50,000 28,D 37,700 4.6
FULLLOAD 71.900 18.0 56.200 3.8 i 4/11/22
YT 072 PARTLOAD 68,600 24.8 45.800 4.4
rFD 100136
® ® pgOfE5510Np�
ROUGH GRADE
X
X ACCESS
SEAL BUILDING ENTRY X PANEL
PER D&I STANDARDS X
�e
F
COMMENDED ACCESS
PANEL
CHECK VALVE
(WHEN REQUIRED, SEE NOTES) LL
p ISOLATION BALL VALVES
(REQUIRED)
• o
p o
LEGEND
AIR SEPARATOR SYSTEM PRESSURIZATION DETAILS
I� CONDENSATE M
BALL VALVE-MANUAL RANGE MIN. MAX. APPROVED PUMP OR DRAIN
START-UP PRESSURE 30 PSI 60 PSI PER AHJ(TRAP REQUIRED)
DRAIN VALVE-MANUAL /\ Q��
FLEXIBLE PIPING NOTES:
III"'I'I" CONNECTION DANDELION AIR OPERATION LIMITS
wj- 90°ELBOW WITH PARAMETER COOLING HEATING LEFT SIDE RETURN SHOWN.UNIT CAN BE CONFIGURED FOR EITHER LEFT-OR RIGHT-HAND RETURN.CONNECTIONS \ W
Y PT/SENSOR PORTMIN EAT 60.1 45'1 MIRRORED FOR RIGHT HAND CONFIGURATION.
APPROVED INTERIOR PIPING MATERIALS:HDPE,PEX AND/OR RUBBER HEATER HOSE.REFER TO DANDELION'S DESIGN 8 p•�
TEE MAX EAT 111.1 80'1 INSTALLATION STANDARDS FOR SIZING REQUIREMENTS. ` `-
CONNECTION-GENERAL
PIPING MIN EWT 307 20'1 SUPPLY-RETURN LINE SIZES SELECTED PER DANDELION'S DESIGN AND INSTALLATION STANDARDS. v
ALL INTERIOR PIPING INSULATED WITH CLOSED-CELL INSULATION MIN.THICKNESS).
--► PIPING,TUBING, MAX EWT 110'1 9D'F THE USE OF CHECK VALVES IS REQUIRED WHEN MULTIPLE HEAT PUMPS ARE CONNECTED TO A COMMON(SHARED)GROUND
�- HOSE-GENERAL MIN WATER FLOW 2.5 GPM/TON LOOP. 0
FC:::H COUPLING-MALE x SEE SHEETS 2,3,AND 4(OF 4)FOR ADDITIONAL DANDELION SYSTEM REQUIREMENTS. A•�
FEMALE MAX WATER FLOW 3.5 GPM/TON \v
MIN AIR FLOW 1 300 CFM/TON
EXPANSION TANK
CONTRACTOR NAME: PROJECT NAME: PROJECT ADDRESS:405 Fay Ct,MattltuCk,NY 11952, DESCRIPTION: PAGE:
Marylu Kohler USA INTERIOR PIPING(DANDELION YT)
\I� DANDELION MULTI-POSITION VERTICAL PACKAGED 1 OF 4
VERSION V2022.04 PROJECT ID: 21-119-0260 DATE: 8/9122 SCALE:NTS SIZE:ISO_B_11 X 17
`0
HEADER PIPE SIZE PER ROUGH GRADE
DESIGN DOCUMENTS
STEP-DOWN,STEP-UP
REVERSE RETURN HEADER STEP-DOWN,STEP-UPIEI \\ \\ \\ \\
_II I_I /\ I III II� UNDISTURBED SOIL
REVERSE-RETURN HEADER / / / /
VERTICAL BOREHOLE(QTY AND (PER D8:1 STANDARDS) I—I I I /\/\/\/\
SPACING PER DESIGN DOCUMENTS) -I I I-I /\\/ _-I
I—III III
F
do
O 2 FT. -I I I-I \\ \\ \\ \\ I I -I
TARGET DEPTFT- �j�/�j�j
�E0 NEW yo (SEE NOTES)IIII /\/\/\/\ I I E BACKFILL
�1P�pN .C4,90, � III III
1 I / III I_
Q 4 'III-IIII-II
\ APPROX. 6 IN. GRANULAR BACKFILL
I—III (NO ROCKS OR LARGE CHUNKS)
11 Mi �s�:� :=ti•'`� -II
CALCULATED -
'rF� 100136 �.�`�`'` o o DBORE
EPTH HEADER PIPING ,,�•• ....•.
10 FE5S10Np TRENCH DETAIL
00
TRENCHING NOTES:
4/11/22 THE TARGET HEADER PIPING BURIAL DEPTH IS 2 FT BELOW GRADE, BUT ANYWHERE
BETWEEN 1-4 FT IS ACCEPTABLE.
• ALL EXTERIOR PIPING INSTALLED AT LESS THAN 4 FT DEPTH SHALL BE INSULATED
WITH CLOSED-CELL, SPRAY FOAM INSULATION (OR PRE-APPROVED EQUIVALENT). A R2
HEADER PIPE SIZE IINSULATION
PER DESIGN DOCUMENTS ` ti SPRAY FOAM INSULATION SHALL BE REQUIRED.
FOR DIRECT BURIAL AND APPLIED IN
ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
LOOP SUPPLY LOOP RETURN U-BEND QTY AND PIPE SIZE AS PREVIOUSLY INDICATED, THE MINIMUM ALLOWABLE BURIAL DEPTH FOR INSULATED
(FROM BUILDING) (TO BUILDING) C-C SPACING PER PER DESIGN DOCUMENTS HEADER PIPING IS 12 INCHES BELOW GRADE.
DESIGN DOCUMENTS
GROUND LOOP LAYOUT DETAIL
GENERAL NOTES: HEADER PIPING DETAIL SYSTEM ANTIFREEZE MUST MEET OR EXCEED AHJ BUILDING CODES
ALL UNDERGROUND PIPE FITTINGS/CONNECTIONS MADE VIA HEAT FUSION PER ANSI/CSA/IGSHPA C448.0-16, SECTION 5.4.2 CORRESPOND WITH FREEZE POINT 12-13°F BELOW MIN EWT
• ALL GROUND LOOP PIPING HDPE, MIN. 160 PSI RATING (PE 3608 OR 4710, DR11) PER ANSI/CSA/IGSHPA C448.0-16, SECTION 5.4.2 ANTIFREEZE CONCENTRATION%BY VOLUME
MINIMUM BORE SPACING AND CALCULATED BORE DEPTH PER LOOPLINK RLC
• MIN. SEPARATION DISTANCE FROM ALL STRUCTURES AND UTILITIES (FOUNDATION, GAS, SEWER, SEPTIC, PROPERTY LINES, ETC.) IS 10 FT., MIN EWT(°F)
UNLESS OTHERWISE SPECIFIED BY THE AHJ. ANTIFREEZE TYPE
25°F 30°F 35°F-45°F >45°F
• INSTALL R2 (MIN.) PIPE INSULATION ON HEADER PIPING WHEN CROSSING A WATER/SEWER LINE
• FULL LENGTH GROUTING REQUIRED, 1.20 BTU/HR-FT-F GROUT THERMAL CONDUCTIVITY VALUE PROPYLENE GLYCOL 28% 22% 20% 0%
• HEADER PIPING MUST BE LAID OUT IN REVERSE-RETURN FASHION AS INDICATED IN THE HEADER DETAIL DRAWING. ETHANOL 25% 20% 15% 0%
• ALTERNATIVE PIPING LAYOUT/DESIGN MUST BE PRE-APPROVED BY DANDELION. METHANOL DO NOT USE 15% 10% 0%
• SEE SHEETS 1, 3, AND 4 (OF 4) FOR ADDITIONAL DANDELION SYSTEM REQUIREMENTS.
PRIOR TO STARTUP, THE GROUND LOOP SHALL BE FLUSHED AT 2 FPS TO REMOVE AIR/DEBRIS USING A 1.5 HP PURGE PUMP HEAT TRANSFER FLUID MUST COMPLY WITH ANSI/CSA/IGSHPA 0448.0-16,
SECTION 5.7
CONTRACTOR NAME: PROJECT NAME: Marylu Kohler PROJECT ADDRESS: 405 Fay Ct,Mattituck,NY 11952, DESCRIPTION: PAGE:
_J
DANDELION USA GROUND LOOP AND HEADER PIPING 2 OF 4
VERSION V2022.04 PROJECT ID: 21-119-0260 DATE: 8/9/22 SCALE:NTS SIZE:ISO-B-11 X 17
NOTES: (NEW)HEAT PUMP ELECTRICAL PANEL
REFER TO TABLE FOR BREAKER REQUIREMENTS
• ELECTRICAL WORK MUST MEET OR EXCEED ALL APPLICABLE (EXISTING)MAIN ELECTRICAL PANEL
BUILDING 8 ELECTRICAL CODES
• WHEN THE DISTANCE FROM THE SERVICE PANEL TO THE HEAT PUMP L
IS GREATER THAN 100 FT,CONSULT WITH THE ENGINEERING TEAM
FOR FURTHER REVIEW. L HEAT PUMP
• SEE SHEETS 1,2,AND 3(OF 4)FOR ADDITIONAL DANDELION SYSTEM
REQUIREMENTS.
G — —0
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Y2 W2 Y2 THERMOSTAT
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ECOBEE THERMOSTAT(NEW)
CONDENSATE PUMP
BREAK(C)WIRE IF CONDENSATE
BACKS UP OR MALFUNCTIONS
HEAT PUMP ELECTRICAL SPECIFICATIONS AUX HEAT ELECTRICAL SPECIFICARQNS(WHEN APPLICABLE)
VOLTAGE/ LRA WI SOFT VOLTAGFJ AUX HEATKW AUX HEAT AUX HEAT
MODEL PHASeHZ FLA(AMP) LRA(A) START(A) MCA(A) MOP(A) MODEL PHASE/NZ (240V) AMPS240 AUX HEAT MCA(A) MOP'
YT-024 23011/60 20.9 58:3 17.5 73.8 35 YT-024 2301180 5 20.8 26.0 30
YT-036 230/1160; 24.8 0-0 24.9 28.7 40 YT-036. 230N80 10 41.7 52.1 60'
YT-048 23011160 31.9 104.0 31.2 37.2 '50 •YT-048 230)180 10 41.7 52.1 60"
YrAw 2301180 39.5 152.9 45.9 46.3 70 YR060 230/1160 10 41.7 52:1 60
YT-072 23011M 42.1 1729 63.8 49.5 70 YT-072 2301180. 10 41.7 5Z1 60
CONTRACTOR NAME: PROJECT NAME: PROJECT ADDRESS: 405 Fay Ct,Mattituck,NY 11952, DESCRIPTION: PAGE:
DMarylu Kohler ELECTRICAL/THERMOSTAT/CONDENSATE
DANDELION
USA PUMP WIRING(DANDELION YT)
MULTI-POSITION VERTICAL PACKAGED 4 OF 4
VERSION V2021.08 PROJECT ID: 21-119-0260 DATE: 8/9/22 SCALE:NTS SIZE:ISO_B_11 X 17
DANDELION
May 17 2022
RE:Compliance with applicable codes and regulations
To whom it may concern:
Dandelion requires that all design and installation methods and materials comply with all applicable codes and
standards, including ANSI/CSA/IGSHPA C448 Series-16(Design and installation of ground source hear pump
systems for commercial and residential buildings), M2105 of the 2018 International Residential Code(Ground
Source Heat Pump system Loop Piping),2020 NYS Uniform Fire Prevention and Building Code and State Energy
Code,and NYStretch-2020.
We provide a set of internal Design& Installation Standards, Permit Drawings,and Master Service Agreements
to enforce this requirement with third party contractors and internal installation crews alike.
Therefore,to the best of my knowledge, belief and personal judgment,our permit drawings,design and
installation requirements and scope of work comply with M2105 of the 2018 International Residential Code,
2020 NYS Uniform Fire Prevention and Building Code and State Energy Code,and NYStretch-2020.
If you have any questions,feel free to contact me at rcarda@dandelionenergy.com.
Sincerely,
Ryan Carda, P.E
Principal Engineer
Dandelion Energy, Inc
F NEVV YO
5 yPN J. C1
* � 09
cc
2cP� 100136
AROF SS10NP�
05/17/2022
O333 N.Bedford Rd,Ste 220
Mount Kisco,NY 10549
DANDELION
February 3,2022
RE:Insulation requirements for shallow header trench installations
To whom it may concern:
In general, Dandelion requires excavation and header pipe installation to a minimum depth of 4 ft.below grade,and that
depth be maintained from the ground loop location to the building entry point.This requirement is consistent with
industry-accepted best practices.
However,there are cases where the minimum trench depth cannot be achieved without excessive complication,labor or
cost. Dandelion has developed an alternative procedure for such cases,which is outlined in our Design&Installation
Standards:
When the site conditions prevent the header trench from being excavated to the minimum 4 ft.depth,
the exterior header piping shall be insulated with foam board or spray foam insulation(min R10), which
shall be installed directly above and along the outer edges of the piping in the bottom of the trench for
additional freeze protection.
Foam board insulation(if used)shall be expanded polystyrene(EPS)to avoid degradation over time.
Specifically,extruded polystyrene Ill foam board insulation is not acceptable for use in buried
applications. The width of the foam board insulation shall be sufficient to completely cover the header
piping so that it cannot be seen from above prior to backfill.
Spray foam insulation(if used)shall be rated for direct burial and applied in accordance with
manufacturer specifications.
The minimum allowable burial depth for insulated header piping shall be 12 inches.
The thermal conductivity of subsoil is typically on the order of 0.50-1.00 Btu/hr-ft--°F,depending on composition,density
and moisture content.Using the steady-state conduction equation to calculate thermal equivalence(R=L/kA),it can be
shown that adding R10 insulation is comparable to adding 60 inches of soil depth,at minimum.
When site conditions force us to install header piping at depths less than 4 ft,the installation of insulation in accordance
with our Design&Installation Standards will compensate for the difference from a thermal performance and more
importantly,from a freeze protection standpoint.
If you have any questions,feel free to contact me at rcarda@dandelionenergv.com.
Sincerely,
Ryan Carda,P.E. 'E pF NEW Y0
Principal Engineer S1a�P� Qj;o 9�
Dandelion Energy,Inc. q
2/9/22
`rFo 100136 �
333 North Bedford Road,Ste 220
PROFESS11D O Mount Kisco,NY 10549
January 1st, 2022
DANDELION
Re:Sediment control practices for permit application to install a ground loop as part of a geothermal heating
and cooling system installation
To whom it may concern:
This letter summarizes Dandelion Energy's sediment control practices as part of our permit application for
geothermal heating and cooling system installation. Dandelion implements industry accepted sediment control
methods during drilling and trenching activities in general accordance with New York State Department of
Conservation Standard Specifications for Erosion and Sediment Control.
The sediment control method(s) implemented on each project vary depending on site-specific conditions, but
include one or more of the following measures:
• Mud Processor - Equipment used to manage and process drilling spoils by separating solid and
fluid materials removed from the borehole.
• Containers - Drilling spoils are typically discharged directly into containers such as heavy-duty
woven polypropylene sacks, impermeable 3-ply plastic pools, geotextile filter bags or lined
roll-off containers during drilling.
• Stockpile Methods - In some instances,drilling spoils or excavated materials from trenching may
be temporarily stockpiled and contained using silt fences and/or straw bale dikes to prevent
runoff. Excavated material is typically returned to the trench on the same day.
• Dust Control - Water is sprayed to wet drilling spoils or excavated materials for dust control as
needed.
These practices have been developed and are employed to ensure that the highest level of environmental
protection is achieved as a normal part of system installation.
Thanks in advance for your consideration.
Sincerely,
�EOF NE{tiY
5�, J• C,ge9
i
10 136
- S1
Ryan Carda, P.E
Principal Engineer
Dandelion Energy, Inc
O335 Madison Ave,4th Floor
New York,NY 10017
Dandelion Heat Pump
Packaged Unit
Performance Ease of Maintenance
} • Two-stage Copeland"UltraTech® • Real-time performance monitoring and
compressor with efficiency values up to advanced diagnostic capabilities with home wifi
4.5/20.9(COP/EER) connection.Comes standard with every unit.
• Unique compressor isolation technology • Removable cabinet panels and removable
tt and high-density foam cabinet insulation control box providing easy access to internal
for ultra-quiet operation components.
• EnergyStar certified and made in the USA • Aluminum microchannel air coil which eliminates
e Qualifies for the federal tax credit and the potential for failure due to corrosion,
ES.I other state/local incentives enhancing reliability and efficiency
--�. F -- I • Corrosion-proof plastic drain pan and conden-
sate overflow sensor to protect against potential
i overflows due to clogged condensate drains
3-year workmanship warranty and 10-year
Simple Installation limited parts warranty
��- • Vertical air supply with multi-position, • Digital controls which provide a variety of field
field-selectable left or right side return selectable settings for each installation,and
• Universal connection sizes for ground loop, advanced safety controls to protect the
desuperheater and condensate connections equipment
• Variable speed,constant cfm ECM blower • Factory-installed soft start which reduces the
designed to adapt to connected ductwork start-up power of the heat pump by 70%.
and operate at a fraction of the cost of a • Optional field-installed internal auxiliary heating
conventional blower motor
Performance Ratings
Heating Cooling
MODEL LOAD SIZE CAPACITY(BTU/HR) COP CAPACITY(BTU/HR) EER BREAKER SIZE(AMPS) j
Full 19,000 4.3 27,100 19.9
YT-024 2 Ton 30
Part 15,200 4.8 21,400 28.2
Full 29,100 4.5 41,200 20.9
YT-036 3 Ton 40 i
Part 23,300 5.1 31,500 31.3 I
Full 39,900 4.3 53,300 20.2
YT-048 4 Ton 40 �
Part 32,000 4.9 42,600 29.6
i
Full 49,200 4.1 64,300 19.3
YT-060 5 Ton 50
Part 37,700 4.6 50,000 28.0
Full 56,200 3.8 71,900 18.0
YT-072 6 Ton 60
Part 45,800 4.4 58,500 24.8
Rated in accordance with AHRI/ISO standard 13256-1,which includes pump penalties
www.dandelionenergy.com
Dimensions 1.00
4.70 0
16.0--7.25--1 16*0
'1YR:
Typ.
0
0
6.56 -------- -------
L it
------ E-nachRecommend-Minire-
.f2t.2.6f..t.fS.
Acc-aff-tend Air Coil Side.
TOP MEW
16.0 TOP VIEW Showing Optional Filter Rack
-- --------- ......
0 -------
0 ---
-----------
SOURCE HWG
WATER WATER
OUT IN
SOURCE HWG
WATER WATER
IN A our
---------
CONFIGURED AS CONFIGURED AS
SIDE DISCHARGE BACK DISCHARGE
Note:Side and Back Discharge configurations ---- ---
- - - - ---- -------- ---- --
are
are only available in 036 through 072 models. LEFTMEW FRONTMEW
Unit Dimensional Data
MODEL iI WITHOUT WITH RETURN SUPPLY II OPTIONAL
Ji CONTROL BOX CONTROL BOX AIR FLANGE li AIR FLANGE FILTER RACK
Al *B C A2 D E F G H i K L M N p R
024 46.0 23.0 26.5 53.25 25.0 20.0 19.1 1.92 3.63 11.62 12.5 7.44 1.05 2.34 3.00 3.63
036-048 54.0 25.4 30.5 61.2 28.0 26.0 23.7 2.34 2.25 16.0 16.0 7.26 1.60 2.34 3.29 2.25
060-072 58.4 25.4 30.5 65.6 32.0 26.0 24.0 2.34 2.25 16.0 16.0 7.26 1.60 2.34 3.29 2.25
Notes:
All measurements are in inches.
Electrical connect.are 1"for high voltage,1/2"for low voltage.
*B(Unit Width)excludes field installed factory supplied flanges.
&.,dL-p I W-CWT'r T-d
Performance Monitoring
Heat pump comes standard with real-time monitoring to provide the installer .5
and homeowner with remote insight into system performance.This includes
9.66
real-time efficiency,energy usage,and status of the refrigerant,air,and -1- .. . . 0
ground loop circuits. 2.42
www.dandelionenergy.com
L
Dandelion Energy
GSHP Design Report
Project: Marylu Kohler(Project ID:27512)
Prepared: 09-Dec-2021
Prepared By: Ryan Carda
Designed
with •'!'J
by Geo-Connedions,Inc.
Dandelion Energy
System Loads
System Loads or Peak Loads are calculated based on a variety of details for an
individual residence. Assumed occupancy levels, the number of appliances operating,
the number of doors & windows and the tightness of the construction all contribute to
the amount of energy required to maintain the thermostat set points given the historical
extreme weather conditions in your area.
The peak loads used in this report were provided as listed in the following table.
1 kBtu/hr= 1,000 Btu/hr
Total Total
Heating Load Cooling Load
Zone (kBtu/hr) (kBtu/hr) Zone SHF
Whole home PKG 47.91 37.16 0.900
Total 47.91 37.16
1 of 7
New York
Dandelion Energy
Equipment Schedule
Based on the provided loads, the recommended heat pump schedule for this system is as follows:
High Cap.
Low cap. 1 kBtu/hr= 1,000 Btu/hr
HeatCool ' Water 2 ' Air 3
Cap., Cap. = Flow Flow'
Zone GSHP" QTY .(kBtu/hr.) (kBtu/hr) (GPM) (CFM)
Dandelion Energy- Enertech 49.30 60.14 15.0!1,960
Whole home PKG Multi-Position Vertical YT-060 1
40.60 48.44 .
High_Capacity Totals 49.30 60.14 15.0
Low Capacity Totals 40.60 48.44
1. All capacities shown are total.
2. When applicable,hydronic source and load water flows are assumed equal.
3. Air flow rates are reported on a per heat pump basis. For total air flow in a zone,multiply the reported air flow by quantity.
2 of 7
New York
Dandelion Energy
Whole home PKG
Zone Details
The peak loads for each individual zone are used to calculate the total amount of
heating & cooling capacity required for a space based on the set points and the climate
data for your area.
Peak Heating Load 47,911 Btu/hr Peak Cooling Load 37,161 Btu/hr
Heating Set Point 72 OF Cooling Set Point 72 OF
Heating Offset 0 Btu/hr Space SHF 0.900
GSHP Selection
The ground source heat pump below has been selected to maintain comfortable heat-
ing & cooling for this zone.
Manufacturer Dandelion Energy
Model Enertech Multi-Position Vertical YT-060
Heat Pump Type Water to Air Capacity Dual Capacity # Heat Pumps 1
Installed Capacity Check
The installed capacity check describes the efficiency and total heating/cooling capacity
of the selected ground source heat pump system. This information is used to ensure
proper sizing of equipment based on the load represented by this zone.
Heating (High Capacity) Cooling (High Capacity)
Heating Capacity 49,300 Btu/hr Total Cooling Capacity 60,140 Btu/hr
% Sizing 102.9% Sensible Cooling Capacity 44,779 Btu/hr
% Energy From Geo 99.6% % Oversizing 33.9%
Installed COP 3.92
Balance Point Temp. 14.1 OF Installed EER 16.50
Heating (Low Capacity) Cooling (Low Capacity)
Heating Capacity 40,600 Btu/hr Total Cooling Capacity 48,436 Btu/hr
% Sizing 84.7% Sensible Cooling Capacity 36,065 Btu/hr
Installed COP 4.44 % Oversizing 7.8%
Installed EER 23.92
3 of 7
New York
Dandelion Energy
Whole home PKG
Zone Operating Summary
The Zone Operating Summary describes equipment runtime and the total annual power
consumption for the GSHP operating in this zone.
Heating Cooling
High Capacity Runtime 366 hrs High Capacity Runtime 19 hrs
Low Capacity Runtime 1,965 hrs Low Capacity Runtime 863 hrs
Supplemental Bin Hours 75 hrs
Dual Fuel Bin Hours 0 hrs
Heat Pump Energy Use 6,627 kWh Heat Pump Energy Use 1,961 kWh
Pumping Energy Use 543 kWh Pumping Energy Use 205 kWh
Supplemental Energy Use 101 kWh
Dual Fuel Energy Use 0 kWh
GSHP Operating Cost Breakdown for Zone Blame
Based on the annual power consumption of the system and the price per kilowatt hour
in your area the estimated cost to maintain the set points for this zone are as follows:
Heating Cooling
HP Cost $1,590.71 HP Cost $470.88
Supplemental Cost $24.37 Pumping Cost $49.43
Dual Fuel Cost $0.00 Total Cost $520.31
Pumping Cost $130.50
Total Cost $1,745.58
0 70.2% HP Heating Cost
0 5.8% Pumping Cost-Heating
M 1.1% Supplemental Heating Cost
M 20.8% HP Cooling Cost
F�-7 2.2% Pumping Cost-Cooling
4of7
New York
Dandelion Energy
Back-Up System Details
Supplemental System Details
Supplemental systems operate at the same time as the geothermal heat pump and
provide additional heat when the space load is greater than the system capacity.
Supplemental System Type Electric Resistance COP 1.0
Zone Load and Operating Profile
1000 70
W
Soo ; 56 3
z
0
7 2N
= 600 4p Q
W
rt N
400 I e 24
c
I
200 14 m
0 p 0
N m m a a N N b n n to 07 A A .00a
Temperature(°F)
— Heating Load — Low Capacity Heating Operation High Capacity Heating Operation
— Cooling Load — Low Capacity Cooling Operation High Capacity Cooling Operation
Supplemental Heating I GSHP Heating I GSHP Cooling
Heating Cooling
Heating Start OAT 57.0 OF Cooling Start OAT 65.0 OF
High Capacity Runtime 366 hr High Capacity Runtime 19 hr
Low Capacity Runtime 1,965 hr Low Capacity Runtime 863 hr
Supplemental Bin Hours 75 hr
5of7
New York
Dandelion Energy
Vertical Bore 1 15ft cc
Earth Temperature Data Location
Deep earth (below 20ft) temperature is a function of the average annual air tempera-
ture in your region and remains relatively constant regardless of season.
Deep Earth Temp (TG) 56.0 OF
Formation Details
The thermal properties of your formation are based on the formation's composition and
have a direct impact on the scale of your loopfield.
Thermal Conductivity 1.21 Btu/hr ft OF
GHEX Summary
Heating is dominant.
Grout is used inside of all bores in order to protect the deep earth environment from
surface contaminants and to provide a more effective contact surface with GHEX piping
that optimizes heat transfer between the fluid pumped through your GSHP and the earth.
Grade _ Grout T.C. 1.20 Btu/hr ft OF
- - - - - - - - -: `--- EWT 30.0 OF
Q Backfill .':';''� -' :,'.:' .':''..- MIN
EWTM,vc 90.0 OF
Q Formation =--
0 Granular Backfill =---
p Grout =_---------- ---------— r; _=== Bore Diameter(DB) 5.00 in
GHEX Pipe 1.25"DR11.OHDPE 4710
nrows(4max.)
:r
1 2 ... ____ ;s _ =
Dandelion Energy
Vertical Bore 2 18ft cc
Earth Temperature Data Location
Deep earth (below 20ft) temperature is a function of the average annual air tempera-
ture in your region and remains relatively constant regardless of season.
Deep Earth Temp (TG) 56.0 OF
Formation Details
The thermal properties of your formation are based on the formation's composition and
have a direct impact on the scale of your loopfield.
Thermal Conductivity 1.21 Btu/hr ft OF
GHEX Summary
Heating is dominant.
Grout is used inside of all bores in order to protect the deep earth environment from
surface contaminants and to provide a more effective contact surface with GHEX piping
that optimizes heat transfer between the fluid pumped through your GSHP and the earth.
Grade __ _ _ Grout T.C. 1.20 Btu/hr ft OF
----- '— •. .. . •. . .. — •' -- •::.� EWT 30.0 OF
Q Backfill -='- - - - --- MIN
Q Formation = EWTMAX90.0 OF
0 Granular Backfill
p Grout _________ Bore Diameter(DB) 5.00 in
_=-r
_ __- - GHEX Pipe 1.25"DR11.OHDPE4710
r - _;• -}}
n (4 max.)
_ rows r==_
X =_ _- �.Y
cc 1 2 .. _-__-__-__=_ �' Bores in Series (Nels) 1
' '_=_
'O 1 -=__ ____=_=__=_ = LB Layout Rows (nr..) 1
-- f-M_ rows-SB- ___;� -_=_-_-- p_ � Bores er Row 2
___ -. i ==---.5 r'---
� ___ ` ' =__=__=B__='' '` Number of Bores2
I� __ ;'r=_________=_= Bore Spacing (SB) 18.0 ft
0 3. O O -_ - _=_-_=___
TOP VIEW DETAIL Design Depth (LB) 295 ft
(GENERIC) (GENERIC)
Header Pipe 1.50"DR 11.0 HDPE 4710
7of7
New York
- Date:-
Building Analysis Jo: 21-119-0260
wilightSo Entire House
Dandelion Energy
333 North Bedford Road,Suite 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergy.com Web:vmw.dandelionenergy.com
----__Project Information
For: Marylu Kohler
405 Fay Ct, Mattituck, NY 11952, USA
Desiqn Conditions
Location: Indoor: Heating Cooling
Francis S Gabreski AP, NY, US Indoor temperature(°F) 72 72
Elevation: 67 ft Design TD(°F) 60 12
Latitude: 41 ON Relative humidity(%) 30 50
Outdoor: Heating Cooling Moisture difference(gr/lb) 26.8 36.3
Dry bulb(°F) 12 84 Infiltration:
Dailyrange(°F) - 17 ( M ) Method Simplified
Wet bulb(°F) - 71 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average)
Component Btu h/111 Btuh %of load
Walls 5.1 12299 25.7 �61abon
Glazing 17.9 7284 15.2 iv,
Doors 23.3 840 1.8
Ceilings 2.0 2292 4.8
Floors 1.7 1934 4.0
Infiltration 3.7 9891 20.6
Ducts 11791 24.6
Piping 0 0
Humidification 0 0 GMrgVentilation 1580 3.3 I fi1eiAdjustments 0Total 47911 100.0 Sj�
• •
Component Btuh/ftz Btuh %of load
Walls 1.7 3977 12.9 Will Internal Gains
Glazing 36.1 14644 47.3
Doors 9.7 348 1.1
Ceilings 1.7 1896 6.1 Ducts
Floors 0.3 383 1.2
Infiltration 0.3 895 2.9
Ducts 5893 19.0
Ventilation 317 1.0 Infiltration
Internal gains 2590 8.4 Ceilings
Blower 0 0 Ga ng Other
Adjustments 0
Total 1 1 30944 100.0
Latent Cooling Load =6217 Btuh
Overall U-value=0.082 Btuh/ft?°F
Data entries checked.
righ$so 2021-Dec-09 15:11:05
b. Right-Suite®Universal 2021 21.0.08 RSU08706 Pagel
jllM rs\Ryan Carda\Desktop\Kohler WS 21-119-0260.rup Calc=MJ8 Front Door faces: E
° wrigWtsoft Right-A@ Form A Job: 21-119-0260
Entire House Date:
Dandelion Energy
333 North Bedford Road,Suite 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergy.com Web:www.dandelionenergy.com
1 Name of Room Entire House 1 F Bdrm
2 Running Feet of Exposed Wall 315.2 ft 31.0 ft
3 Ceiling Ht(Ft)and Gross Wall Area(SgFQ 9.4 ft 5385.6 ft' 9.0 ft 510.8 ft'
4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 1675.1 ft' 1.0 x 147.6 ft 147.6 ft'
5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFt) 0 1675.1 ft' 0 147.6 ft'
Type of Const., Panel HTM I Area or I Btuh I Area or I Btuh
Exposure Number Faces Length Length
Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg
6 all12D-Osw n 5.14 1.53 587 2707 806 0 0 0
laz 2 glazing,cir low-e n 17.94 11.68 13 224 146 0 0 0
faz 2_glazing,cir.low-e n,, __ _17.94 11.68 48 _ _ 861 561, 0 0 0
Wall .... 16A-15ad _ _ „- n ,. 3.65 _ _4.17 _44, 161_ 183_ 0
11 all 12D-Osw a 5.14 1.53 782 3069 914 0 0 0
laz 2 glazing,cir low-e a 17.94 43.15 101 1812 4358 0 0 0
laz 2 glazing,Gr low-e a 17.94 43.15 48 861 2071 0 0 0
oor, _ 11DO a. . 23.32 9.67 . _ _ 36 840 . _ 348 0 0 .0
_Wall 16A-15ad _ e 3.65_ 4.17 - - 17 62 71, 0 _ 0 0
ta" 26
12D-Osw s 5.14 1.53 455 2169 646 99 424 1
laz_ 2 glazing,cir low-e s 17.94. 21.25 _ _33 _ 592 701. .17 296 351
Wall. „ 16A-15ad s. 3.65 „ 4.17 13 ,. 47, -54,, 0. -0 _ _ - 0
all 12D-Osw sw 5.14 1.53 24 57 17 O 0 0
laz_ _ 2glazing,Grlow-e _ _ sw_. _ _ 17.94_. 36.93 13 224. 462 0. 0 -0
a�-G12D-Osw w 5.14 1.53 677 2768 824 133 598 178
laz 2 glazing,cir low-e w 17.94 43.15 91 1624 3905 17 296 712
laz 2glazinq,clr low w 17.94 43.15 48 861 . 2071 0,. 0, 0
Wall __ 16A-15ad w 3.65 4.17 60 __21B 249 0 0 0
12D-Osw nw 5.14 1.53 24 57 17 0 0 0
Vt/1
ff1 ,Glaz, 2 glazinq,clr low-e- nw, 17.94 _ 29.53 13 224 369 00 _ .0-
_
Wall 12B-0sw.
- 5.80. _. 1.16 170 983 197, 47 .. 274 55
Ceil 16A30ad, - 1.91 _ , 2.19 136 261 298 0 _0 0
Ceil _ _ 1613-25ad 2.27 1.84 371 842. 680.- 0_ 0 0
Cell 16B-30ad_ 1.91 _ 1.55 568 _1087 . _ 878 148 282 228,-
Call .„ . ,, 1 BA-30ad 2.03, 0.79. _, _ 5th _ 102 40 0 0 0-
Flor 19A-30cswp 1.71 0.34 1088 _ 1857 373 148 252 51
Flor 20P-30w „ _ 2.09 0.29 _, 37 77. 11 0 0. 0.
Infiltration Heating Load(Btuh) 0.58 9891 855
Effect WAR WAR
12 I Sensible Load(Btuh) I ACH 1.00 I I 895 I 0.09 I I 77
0.26
Latent Load(Btuh) 1 11672
Internal a Occupants at 230 and 200 Btuh 3 690 600 1 230 2.00_
b Scenario number 1900 0
13 c Default Adjustments
d Custom Appliances 0 0 0 0
e Plants 0 0
14 I Subtotals I Sum lines 6 through 12 I I 34540 I 24734 I 2272 I I 3278 I 2096
Duct EHLF&ESGF 0.341 0.238 11791 5893 996 276
15 Loads
ELG I I 1 1971 174
16 Ventilation Loads Vent Cfm 80 E Cfm 80 j 1580 j 317 1 1974
17 1 Winter Humidification Load Gal/Day I O I I O
18 1 Piping Load 0
19 1 Blower Heat 0
20 i AED Excursion&Latent Moisture Migration Load 0 88
21 j Total Load Sum lines 13 through 19 47911 30944 6217 4273 2372
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-f�a-wvigla> Qt 2021-Deo-0915:11:05
At& ° ffi Right-Suite®Universal 2021 21.0.08 RSU08706 Page 1
rs\Ryan Carda\Desktop\Kohler WS 21-119-0260.rup Calc=MJ8 Front Door faces: E
` 'trt'igSt Right-J8® Form J 1 Job: 21-119-0260
Entire House Date:
Dandelion Energy BY:
333 North Bedford Road,Suite 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergy.com Web:www.dandelionenergy.com
1 Name of Room 1 F Office 1F bth
2 Running Feet of Exposed Wall 24.8 ft 15.3 ft
3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 9.0 ft 445.5 ft2 9.0 ft 355.5 ft2
4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 1.0 x 139.6 ft 139.6 ft2 1.0 x 60.4 ft 60.4 ft2
5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFt) 0 139.6 ft2 0 60.4 ft'
Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh
Exposure Number Faces Length Length
Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg
6 aLall126-Osw n 5.14 1.53 0 0 0 0 0 0
laz 2 glazing,clr low-e n 17.94 11.68 0 0 0 0 0 0
laz 2glazing,cir low-e p 17.94 11.68 _ 0 0 0 0 0_ 0
Wall- 16A-15ad n- „_-.3.65_ _ 4.17 0 0 - 0 0 ._ 0 _
0
11 all 12D-Osw a 5.14 1.53 133 513 153 0 0 0
laz 2 glazing,cir low-e a 17.94 43.15 33 592 1424 0 0 0
laz 2 glazing,clr low-e a 17.94 43.15 0 0 0 0 0 0
oor 11DO e. 23.32 . .9.67- 0 0_ _.,0_ 0. „0 . . .. 0
Wall -. 16A-15ad e _ 3.65. _ 4.17 0 0 0- 0 _,0 0
all 12D-Osw s 5.14 1.53 90 378 113 0 0 0
laz 2 glazing,cir low-e -. s -17.94_ _ _ 21.25 17 296 351 . 0 0_ -0-
Wall._ 16A-15ad _ _ s 3.65 ___4.17 __ __- _ 0 0 0 0 _ 0_ 0
all 12D-Osw sw 5.14 1.53 0 0 0 0 0 0
laz_. _ 2 glazing,cir low-e. sw 17-94 36.93 0 0, 0 0 0 . .- -. 0
aV)111 12D-Osw w 5.14 1.53 0 0 0 83 369 110
laz 2 glazing,cir low-e w 17.94 43.15 0 0 0 12 206 496
_,--_ Iaz _ - 2 glazing,clr low-e_., w, .,17.94_ _ - 43.15 0 .0 0 0 _ .,„_0 -, ____0
.
Wall 16A-15ad w 3.65 4.17 0 0 _ 0 0- 0,, 0
aVf/11 12D-Osw nw 5.14 1.53 0 0 0 0 0 0
laz _ 2glazing,cir low-e _-, -nw_ 17.94_- 29.53 0 0 0 0-. ____0-_ _0_
Wall,_- - 1213-Osw 5.80 1.16 0 0 0 54 313 63-
Cell 16A-30ad 1.91_ 2.19 _ 0 0 0 0, _ -- -0_ - _ 0_
Ceil, 16B-25ad _ - _ 2.27 __ 1.84 0 _01 0- 0 0, 0
Cell 16B-30ad 1.91 1.55, 140 267 216_ 49, 94 76 _
Cell 1BA-30ad 2.03 0.79 0 0 _ 0 0, „0„ 0
Flor 19A-30cswp- - _ 1.71 0.34 ,140 238 48 60 _ _._ 103 21
F.lor. 20P-3&i 2.09 0.29_ 0 0 0 0 0 -0-
Infiltration Heating Load(Btuh) 0.56 822 307
Effect WAR WAR
12 I Sensible Load(Btuh) I ACH 0.08 I I 74 I I 0.03 I I 28
0.26
Latent Load(Btuh)
Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0
b Scenario number 0 0
13 c Default Adjustments
d Custom Appliances 0 0 0 0
e Plants 0 0
14 I Subtotals I Sum lines 6 through 12 I I 3106 I 2230 I I I 1392 I 1002
Duct EHLF&ESGF 0.341 0.238 944 293 423 132
15 Loads
ELG 164 71
16 Ventilation Loads Vent Cfm 80 E Cfm 80
17 I Winter Humidification Load Gal/Day I 0
18 1 Piping Load
19 1 Blower Heat
20 AED Excursion&Latent Moisture Migration Load -148 208
21 Total Load Sum lines 13 through 19 4050 2,123 1815 1133
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
♦eoe�i�ltAt A4atP�` 2021-Deo-09 15:11:05
Right-Suite®Universal 2021 21.0.08 RSU08706 Page t
rs\Ryan CardaXDesktoplKohler WS 21-119-0260.rup Calc=MJ8 Front Door faces: E
JLL.w,ri >t Right-J8® Form J1 Job: 21-119-0260
Entire House Date:
eY:
Dandelion Energy
333 North Bedford Road,Suite 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergy.com Web:www.dandelionenergy.com
1 Name of Room 1 F Kitchen IF Liv/Din
2 Running Feet of Exposed Wall 26.3 It 74.2 It
3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 10.0 It 525.0 ft' 10.0 It 741.7 ft'
4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 11.8 x 14.5 It 170.4 ft' 1.0 x 332.3 It 332.3 ft2
5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFQ 0 170.4 ft' 0 332.3 ft'
Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh
Exposure Number Faces Length Length
Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg
6 Vn12D-Osw n 5.14 1.53 145 746 222 220 820 244
laz 2 glazing,cir low-e n 17.94 11.68 0 0 0 13 224 `146
.Iaz _. _ 2 glazing,.clr low-e, _ -_n. 17.94- _ 11.68 - 0 0 - -0 . 48 _ 861-,_ _ 561-
Wall 16A-15ad n 3.65 --4.1-7 0
11 1 all 12D-Osw a 5.14 1.53 0 0 0 148 604 180
laz 2 glazing,clr low-e a 17.94 43.15 0 0 0 30 538 1294
laz 2 glazing,cir low-e a 17.94 43.15 0 0 0 0 0 0
oor.. 11DO___ __ ,.e- .. ._23.32 _. -- .9.67 . 0. 0 0 0. 0 ... 0-
W_ all 16A-15ad _ e 3.65 4.17 _ _ .0 _0 __ _0 0 0 0
tI 1213-0sw s 5.14 1.53 0 0 0 220 1131 337
Claz. _ _ 2 glazing,cir low-e. s. _17.W 21.25. - _ --_0- " - _.0 0 _0 - _ _ -0 0
-Wall_-__ - 16A-15ad- - s - _ 3.65 _ 4.17 _ 0- - 0-- 0 _ 0 _-0__ _. -0
all 12D-Osw sw 5.14 1.53 0 0 0 24 57 17
laz_ ._ 2glazing,Grlow-e- ___sw__ _ 17.94 . . .36.93 _ _. -_._0- _ __0_ 0 _-13_ - __. 224 . _462-
1��ay/11 12D-Osw w 5.14 1.53 118 427 127 108 409 122
laz 2 glazing,cir low-e w 17.94 43.15 35 619 1489 28 502 1208
laz. .._ 2 glazinq.cir low-e_--_ _.w-_ ___17.94- ._.,._43.15-- . - __-0. 0 _ .._. 0_ Q_ . 0_' - __0__
Wall-..- _ _ 16A-15ad- _. w_ 3.65 -..- 4.17 .- 0. _ 0, -0 0 _ -_._ 0 ':,__._ Q
aV}/11 12D-Osw nw 5.14 1.53 0 0 0 24 57 17
,__,_Glaz __-- „- 2 plazinp,dr low-e, -_ - - .nw_- --_.- 17.94 29.53 -- 0 1.0- _ 0_ 13 224_ - ,.369.
.Wall _ 1213.Osw 5.80 1-16 0 _ 0 _0., 0 0 -0-
Ceil-. 16A-30ad „1.91 _ 2.19- 0 _0 0 -1-36- 261 _--_-_298
Cell _ __ .. 16B-25ad -- _- 2.27, _ 1.84 0 0- 0 _ 0 0,._ - 0
Ceil 1613-30ad 1.91 1.55 0 0 0 0 0 0
Ceil._., 18A-30ad _. 2.03 0.79- 50 102 _40. _ -_0_ 0. 11 0
19A-30cswp. 1.71 0,34 170 291 58 332-, 567 114_
Flor-- -_ _ ,- 20P-30w- -_ - -
2.09_. 0.29 0 - 0 0. _-_0 -- 0„ - 0
Infiltration Heating Load(Btuh) 0.58 968 2738
Effect WAR WAR
12 I Sensible Load(Btuh) I ACH 0.10 I I 88 I I 0.28 I 248
0.26
Latent Load(Btuh)
Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0
b Scenario number 1000 _ 900
13 c Default Adjustments
d Custom Appliances 0 0 0 0
e Plants 0 0
14 I Subtotals I Sum lines 6 through 12 I I 3152 I 3608 I I I 9219 I 6166
Duct EHLF&ESGF 0.341 0.238 958 475 2801 812
15 Loads ,
ELG 201 391
16 Ventilation Loads Vent Cfm 80 E Cfm 80
17 1 Winter Humidification Load Gal/Day I 0
18 1 Piping Load
19 1 Blower Heat
20 AED Excursion&Latent Moisture Migration Load 585 -350
21 1 Total Load Sum lines 13 through 19 4110 4083 12020 6978
Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed.
-file-wwrl bfL_ 2021-Dec-0915:11:05
•® _.�• •., Right-Suite®Universal 2021 21.0.08 RSU08706 Page
rs\Ryan Carda\Desktop\Kohler WS 21-119-0260.rup Calc=MJ8 Front Doorfaces: E
wrighfto .° Dight-J86 Form A Job: 21-119-0260
Entire House Date:
Dandelion Energy BY:
333 North Bedford Road,Suite 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergy.com Web:www.dandelionenergy.com
1 Name of Room 1 F Foyer 1 F Open to Above
2 Running Feet of Exposed Wall 19.3 ft 13.3 It
3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 10.5 ft 404.3 ft' 16.0 It 808.0 ft'
4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 11.8 x 7.5 It 88.1 ft' 9.3 x 14.5 It 134.1 ft'
5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFQ 0 88.1 ft' 0 134.1 ft'
Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh
Exposure Number Faces Length Length
Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg
--- �-- - - - -- - - _ - - --- - _ - __-I- -- -
6 a 12D-Osw n 5.14 1.53 79 405 121 0 0 0
laz 2 glazing,Gr low-e n 17.94 11.68 0 0 0 0 0 0
Iaz 2 glazing,clr low-e._ n 17.94 e_- _ 11.68 0 0 _ 0 0 0 __ 0
Wall 16A-15ad _ n 3.65 4.17 0 0 0 0 0 0_
11 aV1J II - 12D-Osw a 5.14 1.53 123 372 Ill 148 684 204
L-pGrlaz 2 glazing,clr low-e a 17.94 43.15 15 269 647 15 269 647
Iaz 2 glazing,Gr low-e a 17.94 43.15 0 0 0 0 0 0
oor. 11D0. - - , e ... _ 23.32 9.67 _ -36., - - _840_ - 348_ 0. _.0 _..0
Wall 16A-15ad a 3.65 _4.17 _ 0 0 0 0 0 0_
aV)J II 12D-Osw s 5.14 1.53 0 0 0 16 82 24
�. . . Iaz- _- 2.glazing,clr low-e . . s 17.94. .21.25 0 0 0 0- 0 _0
Wall 16A-15ad s 3.65 4.17 0 0 0 0 0 0
all 12D-Oswsw 5.14 1.53 0 0 0 0 0 0
Iaz -. 2 glazing,clr low-e sw 17.94 36,113 -- -0 0 0 _ 0_- 0 _ -. 0
all 12D-Osw w 5.14 1.53 0 0 0 0 0 0
;az 2 glazing,cir low-e w 17.94 43.15 0 0 0 0 0 0
Iaz„ 2 glazing,clr low-e w 17.94 43.15 0. 0 0 . 0 - 0 _---0'_
Wall_ 16A7
15ad w 3.65 4.17. 0. "D _0 0. 0 0
aV►/11 12D-Osw nw 5.14 1.53 0 0 0 0 0 0
Iaz 2 plazinp,clr low-e, nw, 17.94 29.53 0„ __0_ _ 0,, 0 0 0„
Wall _ - 1213-0sw - _ 5.80 1.16 _ 0 0, __ _'0_' _48 278_ 66
Ceil _. 16A-30ad - 1.91. 2.19 _ - 0 0 0, -0 0 0
.Cell- _ 1613725ad 2.27 1.84 0 0 0 0 0 _0_
Ceil 1613-30ad 1.91 1.55 0 0 0 0 0 0
Cell 18A730ad - -_ 2.03 -
,0.79 0 0 . 0 0 _ 0 0
Flor _ 19A-30cswp 1.71 0.34 88 ,150_ 30 134 229 __46-
Flor _ 20P-30w _ 2.09 0.29_ 0 _'_0 0, _0 0 0
Infiltration Heating Load(Btuh) 0.58 746 605
Effect WAR WAR
12 I Sensible Load(Btuh) I ACH 0.08 I I 67 I I 0.06 I I 55
0.26
Latent Load(Btuh)
Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0
b Scenario number 0 0
13 c Default Adjustments
d Custom Appliances 0 0 0 0
e Plants 0 0
L14 1 Subtotals I Sum lines 6 through 12 I I 2782 I 1362 1 I 2148 I 1088
Duct EHLF&ESGF 10.3411 0.2381 1 845 1 179 1 1 1 652 1 143
15 Loads
ELG I I 1 104 1 156
16 Ventilation Loads Vent Cfm 80 E Cfm 130
17 I Winter Humidification Load Gal/Day I 0
7
18 1 Piping Load
19 1 Blower Heat
20 i AED Excursion&Latent Moisture Migration Load 38 56
21 i Total Load Sum lines 13 through 19 3627 j 1542 j 2800 j 1231
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-IF}It +suri�R�sx�eslFr 2021-Dec-0915:11:05
Right-Suite®Universal 2021 21.0.08 RSU08706 Page
rslRyan Carda0esktop\Kohler WS 21-119-0260.rup Calc=MJ8 Front Door faces: E
" ^wrilgh Right-J80 Form J1 Job: 21-119-0260
Entire House Date:
Dandelion Energy By:
333 North Bedford Road,Suite 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergy.com Web:www.dandelionenergy.com
1 Name of Room IF Hall 2F Landing
2 Running Feet of Exposed Wall 2.3 ft 8.3 It
3 Ceiling Ht(Ft)and Gross Wall Area(SgFQ 9.0 ft 186.8 ft2 8.0 It 132.0 ft2
4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 2.3 x 7.0 It 15.8 ft2 5.0 x 3.3 ft 16.3 ft'
5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFQ 0 15.8 ft' 0 16.3 ft2
Type of Const., Panel HTM I Area or I Btuh I Area or I Btuh
Exposure Number Faces Length Length
Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg
6all' G' 12D-Osw n 5.14 1.53 0 0 0 0 0 0
Iaz 2 glazing,clr low-e n 17.94 11.68 0 0 0 0 0 0
- Iaz _ . 2 glazing,clr low-e n 17.94 _ - 11.68_ .. - ,0_ 0. 0 0 0_ 0
Wall _ - __ 16A-15ad - n__. _ 3.65 4.17_ 0. _ _ -_0 0 0 - 0_ -_ -_0-
11 all 12D-Osw a 5.14 1.59 0 0 0 0 0 0
Iaz 2 glazing,clr low-e a 17.94 43.15 0 0 0 0 0 0
Iaz 2 glazing,Gr low-e a 17.94 43.15 0 0 0 0 0 0
oor_ 11DO a 23.32 9.67 0 0 0_ _. 0. 0- 0.
Wall 16A-15ad _ e- - 3.65 4.17 0 _ 0_. 0 0 - 0 0
V)fall 12D-0sw s 5.14 1.53 0 0 0 13 67 20_
Glaz _ 2 glazing,clr low-e- s 17.94 . 21.25 0 0- 0 0 _ 0 ._ ._ 0
Wall- __- ._ ,, 16A-15ad s_ _ 3.65 4.17 __0 0 0 13_ - _ , _47._ _54-
tII 126-0sw sw 5.14 1.53 0 0 0 0 0 0
Iaz __ - _ 2 glazing,Gr low-e _ __sw 17.94 _ 36.93_. _..__0 _0 0 0 0 _. .- 0
all 12D-0sw w 5.14 1.53 0 0 0 20 103 31
laz 2 glazing,clr low-e w 17.94 43.15 0 0 0 0 0 0
Iaz_ - -2 glazing,clr low-e w 17.94 43.15__ _ 0_ _ - 0 _0 0 0 0_
Wall _. 16A-15ad _ w 3.65 4.17_ _ _ _0 .0 0. 20 73,_ 83-
aVl/11 12D-0sw nw 5.14 1.53 0 0 0 0 0 0
_,_ Iaz _,, 2 glazing,clr low-e., - nw-, -1 7.Q4 - -29.53_ _0_ 0 0 _ .0 _
- 0 - 0
Wall 128-0sw 5.80 1.16 _ 20 117 24_ 0. 0_ 0
Ceil 16A-30ad_ --, -_-1.91 2.19- 0- 0 -0 0 _ 0 0
Cell - 166-25ad 2.27 1.84 0 0 0. 0 0 0
Ceil ._ - _1613-30ad 1.91 1.55 16 30 24- 16 31 - 25
Ceil,_. .. _ ... 18A-30ad -. _ 2.03, ,. 0.79_ 0, _ '_'0_ 0. 0 0 0
Flor 19A-30cswp 1.71 0.34 _ 16 27 _ 5 0 0 0 _
Flor 2015-30w. 2.09 0.29 -
-0 0 0 0 0
Infiltration Heating Load(Btuh) 0.58 0 243
Effect WAR WAR
12 I Sensible Load(Btuh) I ACH 0 I I 0 I I 0.02 I I 22
0.26 {
Latent Load(Btuh)
Internal a Occupants at 230 and 200 Btuh o 0 0 0 0 0
b Scenario number 0 0
13 c Default Adjustments
d Custom Appliances 0 0 0 0
e Plants 0 0
114 I Subtotals I Sum lines 6 through 12 I I 174 I 50 I I I 565 I 220 I I
Duct EHLF&ESGF 0.341 0.236 53 7 250 111
15 Loads
ELG 19 19
16 Ventilation Loads Vent Cfm 80 E Cfm 80
117 I Winter Humidification Load Gal/Day I 0
18 1 Piping Load
19 1 Blower Heat
20 AED Excursion&Latent Moisture Migration Load -3 -15
21 1 Total Load Sum lines 13 through 19 227 57 815 331
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
- -fid-v�6'�gtgt�scsf 2021-Dec-0915:11:05
•@ -°r Right-Suite®U niversal 2021 21.0.08 RSU08706 Page 5
rs\Ryan CardalDesktop\Kohler WS 21-119-0260.rup Calc=MJ8 Front Door faces: E
wrightsoft Right-J80 Form A Job: 21-119-0260
Entire House Date:
Dandelion Energy By:
333 North Bedford Road,Suite 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergy.com Web:www.dandelionenergy.com
1 Name of Room 2F Mstr Bd 2F Mstr Bth
2 Running Feet of Exposed Wall 50.5 ft 20.8 ft
3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 9.6 ft 811.2 ft' 9.6 ft 340.8 ft'
4 Room Dimensions(Ft)and Floor Plan Area(SgFQ 1.0 x 370.8 ft 370.8 ft' 1.0 x 65.6 ft 65.6 fN
5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFt) 0 370.8 ft' 0 65.6 ft2
Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh
Exposure Number Faces Length Length
Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg
6a 12D-Osw n 5.14 1.53 56 290 86 87 446 133
laz 2 glazing,clr low-e n 17.94 11.68 0 0 0 0 0 0
laz 2 glazing,clr low-e n 17.94 11,68 , 0 0 0_ 0 0_ 0
Wall 16A-15ad n 3.65 4.17 30 109 125 14, 51 _56
11 all 12D-Osw a 5.14 1.53 201 748 223 29 148 44
laz 2 glazing,cir low-e a 17.94 43.15 8 144 345 0 0 0
laz 2 glazing,cir low-e a 17.94 43.15 48 861 2071 0 0 0
oor- 11D0_ a 23.32 _ 9.67 0 0 0 0. 0
Wall 16A-15ad a 3.65 4.17 17 62 71 0 0 0-
all 12D-Osw s 5.14 1.53 17 86 26 0 0 0
laz 2 glazing,cir low-e s 17.94 21.25 .0 0 0 0 0 0
Wall _ 16A-15ad s, 3.65 4.17 0 -0_ 0 0 _ 0-, 0
all 12D-Osw sw 5.14 1.53 0 0 0 0 0 0
laz 2 glazing,cir low-e sw 17.94- 36.93 .. .0. _ 0 _0 -.0 0. -.. 0
Vr�at I 12D-Osw w 5.14 1.53 163 592 176 53 271 81
laz 2 glazing,cir low-e w 17.94 43.15 0 0 0 0 0 0
laz-, 2 glazinq,cir low-e. w- 17.94 _ _- 43.15 48_ 861 2071, 0- - - 0 0
Wall 16A-15ad w_ 3.65 4.17_ 0_ 0 0 17. 62 71
aV►!II 12D-Osw nw 5.14 1.53 0 0 0 0 0 0
L-Claz 2-glazinq,clr low-e nw 17.94_ 29.53_ 0 0 0 0, 0_ _ _ _0
Wall _ _ 12B-OsW. _ _ 5.80 .1.16 0- .. 0 0 0. b 0
Cell 16A-30ad 1.91 2.19 _0_ 0 0, 0 0 0
Cell „.._ 16B-25ad _ 2.27 - _ 1.84 371 .- 842 680 0 0, 0
Cell 1613-30ad 1.91 1.55 0. 0 0 _ 66 126 101
Ceil 18A-30ad 2.03 0.79 0 0 0- -0- - 0. .. _ 0
Flor _ 19A-30cswp 1.71_ 0.34 0 0 0_ 0 0 0
Flor _ 20P-30w - 2.09 0.29_ - 37 77 11 0 0 0
Infiltration Heating Load(Btuh) 0.58 1788 735
Effect WAR WAR
12 I Sensible Load(Btuh) I ACH 0.18 I I 162 I I 0.07 I I 67
0.26 -0-�
Latent Load(Btuh)
Internal a Occupants at 230 and 200 Btuh 2 460 400 0 0 0
b Scenario number 0 0
13 c Default Adjustments
d Custom Appliances 0 0 0 0
e Plants 0 0
14 I Subtotals I Sum lines 6 through 12 I I 6462 I 6102 I ( I 1839 I 520
Duct EHLF&ESGF 0.341 0.238 2866 3059 816 261
15 Loads
ELG 436 77
16 Ventilation Loads Vent Cfm 80 E Cfm 80
17 I Winter Humidification Load Gal/Day I 0
18 Piping Load
19 1 Blower Heat
20 1 AED Excursion&Latent Moisture Migration Load -406 -35
21 1 Total Load Sum lines 13 through 19 9328 9161 2654 781
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-Ff*- 2021-Dec-0915:11:05
Aft Right-Suite®Universal 2021 21.0.08 RSU08706 Page
rs\Ryan Carda\DesktoplKohler WS 21-119-0260.rup Calc=MJ8 Front Door faces: E
wrighU Right-J88 Form A Job: 21-119-0260
Entire House Date:
Dandelion Energy By:
333 North Bedford Road,Suite 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergy.com Web:www.dandelionenergy.com
1 Name of Room 2F Open to Below
2 Running Feet of Exposed Wall 29.5 ft
3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 0 ft 0 ft'
4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 9.3 x 14.5 ft 134.1 f t'
5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFt) 0 134.1 ft'
Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh
Exposure Number Faces Length Length
Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg
-------- -.._. _ 1
6 ..-_- --_
12D-Osw n 5.14.._ .53 0 0
-------_._-_-_ _.____-- -- _..._
7ifaz
L 0 - _
laz 2 glazing,Gr low-e n 17.94 11.68 0 0 0
_. ---_2glazing,clrlow_e._- .-_.R.. _17.94,- --- 11.68.- __- ---0-__- 0_-._ --0-,
16
Wall, _ A-15ad . _-..- _.n.._ 3.65 -.--_--4.17 ---__-- 0-- ---- _ Q _._.0
11 �all 12D-Osw a 5.14 1.53 0 0 .0
laz 2 glazing,cir low-e a 17.94 43.15 0 0 0
laz 2 glazing,clr low-e a 17.94 43.15 0 0 0
oar.._.. .. 11D0 _ - - --- _e- _ --...23.32.. . . ..9.67_. . 0- ._ .. 0 ....__ ,0.
Wall_- - 16A-15ad- - - e. ..
--4.17.. - -- 0-- - .0 Q -
all 12D-Osw s 5.14 1.53 0 0 0
Glaz.____ 2.glazing,clr low-e...__._ .s._ ---17.94 _- 21.25...__..__-.0 . 0.-
Wall-_-. 16A-15ad ......._------ s.-----_. 3.65._ _._._..4,17 -__0 ._
aVF a" 12D-Osw - sw 5.14 1.53 0 0 0
-__.Glaz.. ___. 2 glazing,Gr low-e,.__ ..sw,._ --17.94 _._.36.93- 0 ......0.
�Iaz
12D-Osw w 5.14 1.53 0 0 0
laz 2 glazing,clr low-e w 17.94 43.15 0 0 0- _-_ 2glazinq,c(rlowe _w. __1.7.94 43.15-, __..0. ._ Q 0_.
Wali.- ---_ __16A-]sad ---- _. .......w.-- _ ._ 3.65_ 4.17._ 23. _---83 .__..- 94-
aVtJ II 12D-Osw nw 5.14 1.53 0 0 0
�Glaz_.-_---.2.alazina,clrlow-e .,..-_ nw.._ __..17.94_.. ._-. 29.53.__..-. _.0... - ..0 ...__. 0--
Wall - - 128 0sw - .5.80_ - .1.16. - 0..._ - 0- - -0- -- - - - --
Ceil_--- _._._..__. 16A-30ad., _ _-. _. 1.91_ ---__-2.19_ _-_--0,- -__.
Cell .. - ._ 16625ad .- -. . _ . .2.27._.. -. -1.84
Ceil___„_ -__-16B30ad,_ 1.91 1.55 -_- _134__ --- 257,
---- 207- -
Cell.- _ _. .. i8A-.30ad.. _. 2.03.. _ :._0.79- . -0.- _0-__ .__.-...0
Flor 19A-30cswp _ 1.71 0.34 0 0 0
Flor -- 20P-30w. 0.29-_
_ _ _. ._. .._.r__ ._. ..2.09
T.
Infiltration Heating Load(Btuh) 0.58 84
Effect WAR
12 I Sensible Load(Btuh) I ACH 0.01 I I 8
0.26
Latent Load(Btuh)
Internal a Occupants at 230 and 200 Btuh 0 0 0
b Scenario number 0
13 c Default Adjustments
d Custom Appliances 0 0
e Plants 0
14 1 Subtotals I Sum lines 6 through 12 I I 423 I 290
Duct EHLF&ESGF 0.341 0.238 188 145
15 Loads
ELG 158
16 Ventilation Loads Vent Cfm 80 E Cfm 80
17 I Winter Humidification Load Gal/Day I 0 I I'
18 1 Piping Load
19 Blower Heat
20 AED Excursion&Latent Moisture Migration Load -19
21 j Total Load Sum lines 13 through 19 611 435
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
#-wePigEt .?7 2021-Dec-09 15:11:05
"® �•ffi�* Rig ht-Suite®U niversal 2021 21.0.08 RSU08706 Page 7
rs\Ryan Carda\Desktop\Kohler WS 21-119-0260.rup Calc=MJ8 Front Door faces: E
First Floor
1F btl
1 F Bdn
1 F Mecl
1 F Kitche
1 F Hal 1 F Liv/Dii
1 F Open to Abol
1 F Offic
1 F FoyE
Job#: 21-119-0260 Scale: 1 :85
Performed for: Dandelion Energy
Page 1
Marylu Kohler 333 North Bedford Road,Suite 220 Right-Suite®Universal 2021
405 Fay Ct,Mattituck,NY 11952,USA Mount Kisco,NY 10549 21.0.08 RSU08706
Phone:833-GEO-4ALL 2021-Deo-09 15:11:28
www.dandelionenergy.com design@dandelionenergy.com ...esktop\Kohler WS 21-119-0260.rug
-*N
Second Floor
2F Landin
2F Mstr B-
2F Open to Bek 2F Mstr B
Job#: 21-119-0260 Dandelion Energy Scale: 1 :85
Performed for: Page 2
Marylu Kohler 333 North Bedford Road,Suite 220 Right-Suite®Universal 2021
405 Fay Ct,Mattituck,NY 11952,USA Mount Kisco,NY 10549 21.0.08 RSU08706
Phone:833-GEO-4ALL 2021-Dec-09 15:11:28
www.dandelionenergy.com design@dandelionenergy.com ...esktop\Kohler WS 21-119-0260.rup
n
SURVEY OF PROPERTY
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-123-05-36.9
SCALE 1"=30'
SEPTEMBER 9, 2004
N/0/F JANUARY 26, 2009 ADDED PROPOSED HOUSE
s JULY 1, 2017 UPDATE MAP
EDNA A. BF;IRNE p O SEPTEMBER 5, 2018 UPDATE MAP
100.00FEBRUARY 15, 2019 REVISE NOTES
N
85.10 00 E FEBRUARY 26, 2019 REVISE NOTES
DECEMBER 21, 2021 FOUNDATION LOCATION
AREA = 9,311 s ft.
0.214 ac.
o r.
4b, No 5.0''No _ 4Z8' NOTES:
p0 12.3, 4.8' r � �� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1968 DATUM
�.(' EXISTING ELEVATIONS ARE SHOWN THUS:49
p G7 Op0 n 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
j
4 -11 n u c CZ 3. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6)
z a y y A c Z w O FLOOD INSURANCE RATE MAP No. 36103C0482 H
p Cq 7 N Z o 7- ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
�' 'S b.
y `� 4. THESE PARCELS APPEAR ON MAP ENTITLED "COMPILED MAP OF PROPERTY
v `C m� J $o OF LEONE D. HOWELL AT MATTITUCK. NEW YORK MAPPED FROM SURVEYS
_ tc] m�&N z 1,0 __ 42_6'_— MADE BY F. F. OVERTON, L.M. RAYNOR AND THE UNDERSIGNED, OTTO W. VAN
1 - TUYL, LAST DATED NOVEMBER 6, 1957.
Z G1 0 W
21.2' !p
W _ 35_0'_
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100.00'
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PREPARED W ACCORDANCE NRH THE MINIMUM
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`wot%AT"' "`IS" OR OF Nathan l.aft 'Co win III
sEcnON 7209 OF THE NEW YORK STALE - «._.s.•••
COUQKWNPIES O ` Land Surveyor
COPIES OF TINA SURVEY IMP NOT MMM
-
THE LAND SIIRVEYDR'$IMOD SEAL OR
EMBOSSED SEAL MALL NOT BE CONSNDMW
TD BEA-ViWD TRUE IxIPY. Su=essor To:Stanley J. Isakeen, Jr. L.S.
Jasepfi A. Ingegno LS.
W&YY M THE IPS FOR WHOM THE s Rum Tithe Surveys—Subdiviaion9 — Sde Plane — Con*Uchon layout
6 PREPARED,AND ON H6 BEHALF TO THE
UME IFNDINC INSBtIrDON US Ep,=,Aj,ANENT&AGENCY D PHONE (631)727-2090 Fax (631)727-1727
70 7UUOOOii TKNa RE►errors NTRAMs}�ERA9LE OFFICES LOCATED AT AWUHG ADDRESS
1586 Main Road P.O. Box 16
THE EIOSTENCE OF RICHT OF RAYS
AND Jamesport, New York 11947 Jamesport, New York 11947
/OR EASEMENTS OF RECORD, F
ANY. NOT SNDRl1 ARE NOT GUARANTEED. E—Matt: NCorNln30aolmam
DRILLING
•(2) BORES
•292 FT DEPTH EACH I
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CONTRACTOR NAME: PROJECT NAME:. PROJECT ADDRESS: DESCRIPTION: PAGE:
DANDELION KOHLER, MARYLU 405 FAY CT, MATTITUCK, NY 11952, USA SITE PLAN
1 OF 1
VERSION V2021.09 PROJECT ID: 21-119-0260 DATE: 11/15/2021 SCALE: SEE NTS SIZE: ISO_B_11X17
NEW EQUIPMENT TO BE INSTALLED GROUND
HPI - DANDELION YT-060 HEADER LOOP RAN
TIE IN 2' ON FLOOR
PACKAGE UNIT HEAT PUMP FROM SWOF CLOSET
ORIENTATION: VERTICAL CORNER AGAINST
WALL
RETURN SIDE: LEFT ut)- for fib- A bb" ull 5Un X 50 PHI C;5-\fv
� I TOP AT 7'-Op TOP AT 8'_(7 k
ELECTRICAL: 50A- 240VAC ::�: �;
AUX HEAT: YES
`L � (2) 2 19 � 8" � I � - (2) boa x 8'
AUX ELECTRICAL: 60A- 240VAC ftp° 21-01j� I -
DESUPERHEATER: NO , ti OL ,� p TNS', .
THERMOSTAT: ECOBEE 2 q 3 r� # '
DUCT ZONING: 2G 6
NONE ` S r �- � ij
GROUND LOOP C? 01 ,E $- '�
FROM TIE IN ACROSS x uio MANIFOLD �.�-�'H
CLOSET FLOOR iv _0 ' ` INSTALLED c<1 15 FT � D_ HERE
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MECH ROOM �7 t-
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CONTRACTOR NAME: PROJECT NAME: PROJECT ADDRESS: DESCRIPTION: PAGE:
\I� DANDELION KOHLER, MARYLU 405 FAY CT, MATTITUCK, NY 11952, USA INSTALL PLAN
1 OF 1
VERSION V2021.09 PROJECT ID: DATE:
21-119-0260 11/15/2021 SCALE: SEE NTS SIZE: ISO_B_11X17