HomeMy WebLinkAbout51281-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#: 51281 Date: 10/16/2024
Permission is hereby granted to:
Michael J Kelly
1555 Earl Rd
Wantagh, NY 11793
To:
construct bathroom alterations and to alterthe accessory garage to an addition to the existing single-
family dwelling as applied for.
Premises Located at:
325 Pavilion Ct, Southold, NY 11971
SCTM#88.-6-13.19
Pursuant to application dated 08/23/2024 and approved by the Building Inspector..
To expire on 10/16/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $585.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total S685.00
Building Inspector
a' Fad TOWN OF SOUTHOLD—BUILDING DEPARTMENT
r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-95021itt) /Ywww,southoldtowmiy.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only D
Q 1�
PERMIT N0. U Building Inspector: a
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an BUMDING DEPT.
Owner's Authorization form(Page 2)shall be completed.
:WSOUTHOI
Date: A or. v1T 7-0 L
OWNER(S)O; PROPERTY:
Name: M fiwa C- L a L!Hm
# 1000- 3
Project Address: coo S ,9L
Phone#: 3 .. Email: w" +
Mailing Address: 5 ":
CONTACT PERSON:
Name: L�-
Mailing Address:
t
Phone#: <5-`/ 6 „(9e,�2 13 S— ( Email: Mi J L GLG lut' .Ca
DESIGN PROFESSIONAL INFORMATION:Name: SLt 1-�. ' ve A4
1
Mailing Address: " (o L
Phone#: O b— (p" .. � ' Email.
CONTRACTOR INFORMATION:
Name: -g
Mailing Address:.
Phone#: =mail-
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure VAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost ofProje t:
❑Other
Will the lot be re-graded? Dyes Olo Will excess fill be removed from premises? PT�es ❑No
1
PROPERTY INFORMATION
Existing use of property: Intended use of property: - n C p All
pp ES l
Nt-
c J 1`f
�S
R Q�
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes No I YE PROVIDE A COPY.
l N cw
heck Box After Reading: The owr r/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name): M 1cr"X.
❑Authorized Agent caner
Signature of Applicant: Date: J J J t
g pp � S � � ? r:J
STATE OF NEW YORK)
SS:
COUNTYOF dU. )
CL,. ,S - r being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)a ove named,
(S)he is the
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
of day r� ,20
Notary Public
PAMELA B.KELLY
'CIF IIU °�@ Notsry Public,State of New York
PROPERTY OWNER No.02KE5075621
(Where the applicant is not the owner) Qualified in Nassau County
Commission Expires April 7,20
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
LOT AREA=32.183 sq.It. • "
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APPROVAL()F C01'fS"1 UC`"E!?(V fyg)CS FOR
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AMD Usut AND TO( tAE T LOT NUMBER 17
NOT � TAL Tq 4".TpIC�T9&k �"Y AM 0 04"- '�•
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7sttRtbe►I aR ster T TSRP caP 0 T7P tars SAW OAPI S TOWN OF SOUTHOLD-SUFFOLK COUNTY N.Y.
p M M1Mk T TMe7tT am �Rn TV A O$ R'S
IWIL NOT R@ 'so Rs SCALE 1" 50' DATE 9-22-2000
•V��T�FI'QA'
FILED MAP NO. 9729 DATE 8-23-1995
GUARANTEED ONLY OF NEIt
�q Y0� TAX MAP NO. 1000-86-6-13.19 (REF.ONLY)DISK I93 d
C TRA
HAROLD F. TRANCHON JR. P.C.
01, LAND SURVEYOR
s: I a,.
1866 WADING RIVER-MANOR RD. WADING RIVER,
NEW YORK, 11792
d 992
F. T AAND NC. NO. 046 �1b-�29-4595 4
LO . NO. 21115-E
GENERAL NOTES
BU I LO I NG G00E 0f THE 5TATE O� NEAPCRK DATA TALE R501 .20)
I. NO GON5TRUGTION OR DEMOLITION WORK TO COMMENCE BEFORE BUILDING DEPARTMENT HAVIN6 XR15DIGTION DETAGHED ONE AND TWO FAMILY DWELLIN65
ISSUES A BUILDING PERMIT. USE GROUP R-3
CLIMATIC AND GEOGRAPH I G 0E51 GN CRITERIA
2. THE DE516NER HA5 NOT BEEN RETAINED FOR ANY CON5TRUGTION REVIEW AND/OR IN5PEGTION. HI5 RE5PON5113ILITY GON5TRUGTION GLA551FIGATION - TYPE V WIND DE516
HE16HT LIMITATION (TABLE 503) - 3 5TORIE5 6ROUND 5EI5MIG 5UBJEGT TO DAMAGE FROM WINTER IGE BARRIER FLOOD AIR MEAN
15 LIMITED TO THE CONTENTS OF THESE PLANS ONLY. AREA LIMITATION (TABLE 503) - UNLIMITED SNOW SPEED TOPoC'RAPHi 5PE6IAL WIN°BOURNE DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL
MPH EFFEGT5 WIND DEBRIS ZONE
3. ALL WORK 5HALL CONFORM TO THE RE5I19ENTIAL CODE OF NEW YORK STATE AND SHALL CONFORM TO ALL THE TH15 5TRUGTURE DE516NED IN AGGORDANGE WITH THE AMERIGAN FORE5T AND PAPER A550GIATION WOOD FRAME LOAD RE61ON GATER60RY WEATHERIN6 FR05T LINE DEPTH TERMITE TEMP REQUIRED INDEX TEMP
RECOMMENDATION5 AND REQUIREMENT5 OF ANY OTHER AUTHORITIE5 HAVIN6 JURI50IGTION. THE CONTRACTOR SHALL GON5TRUGTION MANUAL 2001 EDITION (AF$PA WFGM-2001) PER 5EGTION R301.2.1.1 RGNY5.
OBTAIN AND ARRANGE FOR ALL REQUIRED PERMIT5, IN5PEGTION5,GERTIFIGATE5,TE5T5 AND 5URVEY5. 2O I 5 I�O I`4O I�O �O �j Cj � 3 T MODERATE 150 �/ CJ �O I CJOO� �2,�
TO HEAVY
4. THE CONTRACTOR 5HALL VERIFY ALL EXI5TIN6 CONDITIONS AND DIMEN51ON5 BEFORE 5TARTIN6 GON5TRUGTION AND
SHALL NOTIFY THE DE516NER OF ANY AMBIGUITIES OR 1?15GREPANGIE5 BEFORE PROGEEDIN6 WITH THE WORK. IF ANY
QUE5TION5 AR15E:BEFORE OR DURING GON5TRUGTION A5 TO THE INTENT OR DETAILS OF THE DRAWIN65,THE EMERGENCY E&RE55 IWORMATION
GONTRAGTOR SHALL GALL THE DE516NER FOR CLARIFICATION AND/OR IN5TRUGTION5. IF THE CONTRACTOR FAILS TO
FOLLOW THI5 PROCEDURE,HE SHALL A55UME THE RE5PON5113ILITY FOR THE GON5EQUENGE5 OF HI5 AGTION5 AND/OR RGNY5 5EGTION R310
DE6151ON5. REQUIRED IN HABITABLE BA5EMENT5 AND 5LEEPIN6 AREA5 ONLY.
5. THE CONTRACTOR 15 REQUIRED TO PROVIDE THE HOMEOWNER WITH ALL REQUIRED LIGEN5E5, IN5URANGE 51LL HE16HT 44" MAXIMUM
GERTIFIGATE5 AND IN5URANGE GOVERA6E'S. MINIMUM OPENING WIDTH = 20 IN.
MINIMUM OPENING HE16HT = 24 IN.
6. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE RESIDENCE AND ITS MINIMUM NET OPENING 51ZE 6RADE LEVEL = 5 50. FT. GLEAR (6RADE TO SILL HEIGHT 44" AT EXTERIOR MAXIMUM).
GONTENT5 FROM THE ELEMENT5 DURING GON5TRUGTION. MINIMUM NET OPENIN6 51ZE OTHER AREAS = 5.150. FT. GLEAR
1. THE GONTRACTOR 15 TO FOLLOW ALL MANUFACTURER'S 5PEG5 FOR THE INSTALLATION OF EQUIPMENT,PROM(T5 CLEAR OP6. IN. w
AND 5Y5TEM EQUIPMENT. WINDOW TYPE, 51ZE AND MANIFAGTURER CLEAR OP6.50
a
0
WIDTH HE16HT ' FT. W
8. THE OWNER SHALL ARRANGE FOR THE 5UPERV15ION OF THE GON5TRUGTION WORK TO INSURE COMPLIANCE WITH THE H
N_
CONTRACT DOGUMENT5 IF 50 DE5IRED. ANDER5EN TW3046 OR BETTER DOUBLE HUNG 33 7/8 24 1/4 5.1
q. NO DRAWIN65 5HALL BE 5GALED;WRITTEN DIMENSION 5HALL BE U5E0 ONLY. ANDER5EN GWI35 OR BETTER GA5EMENT 22 5/I6 36 3/8
5.1 v
10. ALL LUMBER FOR J015T5 AND RAFTERS 5HALL BE HEM-FIR#2 HAVE A MIN. REPETITIVE FIBER 5TRE55 OF 850 WITH 5TRAI6HT ARM HARDWARE UO m
P.51,MARKED Pf:IOR TO DELIVERY TO JOB 51TE,AND A MIN.BEARIN6 OF 2" (UNLE55 OTHERV415E NOTED) ANDER5EN FWH2768 OR BETTER FRENCH DOOR, 24 13/I6 75 I/4 12.g8 J (3)
10. ALL El EGTRIGAL WORK SHALL BE PERFORMED IN 5TRIGT COMPLIANCE WITH THE RE5IDENTIAL CODE OF NEW YORK HINGED r2i co
STATE;GHAPTEfL5 35,34,35,36,31,35,3q,40,AND 42 AND ALL APPLIGABLE LOCAL GODE5. ANDER5EN FW(75068 OR BETTER FRENGH DOOR, 22 I//8 15 3/8 11.58
12. UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED AND PRE5ENTE0 TO THE OWNER UPON COMPLETION OF ALL SLIDING , N
00
ELEGTRIGAL WORK.
w c)
13. ALL PLUMBINc5 WORK 5HALL BE PERFORMED IN 5TRIGT COMPLIANCE WITH THE RE51OBTIAL CODE OF NEW YORK 3 -J
Q
5TATE;GHAPTERR5 25,26,21,28,2q,30,51,AND 32 AND ALL APPLIGABLE LOCAL GODE5 AND HEALTH DEPARTMENT j h
REQUIREMENTS.
14. ALL AREA5 PgITHIN BATHROOMS TO BE 5/8" WATER RE515TANT 6YP5UM BOARD. I O}
15. IN50LATE ALL. PIPING AND DUGTWORK IN ATTIC AND GRAN- 5PAGE5 WITH I" IN50LATION ON ALL DUCT5;12° I NG SCHEDULEw
N ILz
U
INSULATION ON ALL PIPIN6;4" INSULATION ON ALL WATER 5ERVIGE SUPPLY PIPIN6. JOINT DE5GRIPTION NUMBER OF NAIL 5PAGIN6 `` `G c. :if
AND REQUIRED. COMMON NAILS oV / Q
I6. CAULK AND F�INI5H ALL WINDOWS A DOORS A5 REQ IRE .
G
11. IN5TALL METAL FLA5HIN6 AROUND ALL ROOF PENETRATIONS. ROOF FRAMING / 6'� � U z
RAFTER TO TOP PLATE(TOE NAILED) (3) -Sd PER RAFTER `O �� • \ w
I8. PROVIDE AND INSTALL ALL MOLDINGS,51H 5,5TOOL5 AND TRIM AROUND ALL WINDOWS AND DOOR5 TO MATCH
EXI5TIN6 TYPE5 UNLE55 OTHERWI5E NOTED. GEILIN6 J015T TO TOP PLATE (TOE NAILED) (3) - Sd PER J015T -
Iq. ALL GOLOR5 AND FIN15HE5 ETC. SHALL BE 5ELEGTED BY OWNER. GEILIN6 J015T TO PARALLEL RAFTER(FACE NAILED) (3) - Ibd EACH LAP ` r_ w
20. ALL WINDONI5,A5 5ELEGTED BY OWNER,SHALL HAVE HIGH PERFORMANCE IN5ULATED GLASS GEILIN6 J015T LAPS OVER PARTITIONS(PAGE NAILED) (3) - Ibd EACH LAP
21. ALL WINDOM'7 THAT 5ERVE A5 EMER6ENGY EGRESS MUST COMPLY WITH R310 OF RGNY5.
co
COLLAR TIE TO RAFTER(FACE NAILED) (2) - IOd PER TIE _ 4 50 _ \ Q
22. ALL INSULATION,WHIGH 15 CAPABLE OF ABSORBIN6 WATER,5HALL BE PROTECTED BY A VAPOR BARRIER w
LOCATED ON THE WINTER WARM 51DE OF THE IN5UL.ATION. IN5ULATION SHALL BE IN5TALLED IN 5UGH A MANNER THAT WALL FRAMING «� m
PROVIDES CONTINUITY OF INSULATION.AT PLATE LINE5,51LL LINES AND GORNER5 A5 PER R316 AND R808 OF RGNY5. TOP PLATE TO TOP PLATE (FACE NAILED) (2) - Ibd PER FOOT , 62 0 ^ r-
23. ALL FOUNDATION5 SHALL REST ON UNDISTURBED 501L OF I TON PER SQUARE FOOT BEARING CAPACITY; TOP PLATES AT INTERSECTIONS (PAGE NAILED) (4) - Ibd JOINTS- EACH SIDE 1 J \ \ ` '-
CONTRACTOR SHALL HAVE THE LEVEL OF BEARING 5TRATA VERIFIED IN THE FIELD PRIOR TO CON5TRUGTION. 1 " "
24. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENT5 AND REGOMMENDATION5 OF AGI-301-Sq STUD TO 5TUD (FACE NAILED) (2) - Ibd 24" O.G.
"SPEGIFIGATION5 FOR 5TRUGTURAL CONCRETE FOR BUILDIN65" (FG"= 3,000 P.5.1);REINFORGIN6 5TEEL SHALL CONFORM HEADER TO HEADER(FACE NAILED) Ibd 16" O.G. ALON6 E06E5 ,
TO A5TM A-615 GRADE 60. ALL FOUNDATION5 SHALL BE ADEQUATELY BRACED PRIOR TO BAGKFILLIN6. ♦ LOT AREA=32,183 S.F. \
25. ALL GONGRE?E BLOCK SHALL CONFORM TO A5TM G-q0 FOR GRADE "N" UNITS WITH TYPE "M" MORTAR. ALL TOP OR BOTTOM PLATE TO STUD (PAGE NAILED) (2) - Ibd PER STUD COVERAGE EXISTING 3,398 S.F. NO CHANGE \
MA50NRY WORK 5HALL CONFORM TO AGI 531-1q. PROVIDE 6ALVANIZED WALL TIE5 5PAGED IN AGC0ROANGE WITH BOTTOM PLATE TO FLOOR J015T,BANDJOI5T, (2) - Ibd PER FOOT ;
ENDJ015T OR BLOCKING
5EG. R103.1.4 RGNY5 FOR BRICK VENEER.
FLOOR FRAMING
26. ALL MA50NF:Y WORK SHALL CONFORM TO R606,R601,R608,Rbll AND R103 OF RGNY5.
J015T TO SILL OR GIRDER(TOE NAILED) (4) - Sd PER J015T
21. ALL 5TE EL YbRK SHALL CONFORM TO THE REQUIREMENT5 OF THE A15G "5PEGIFIGATION5 FOR THE DE516N, 5000 , U O
FABRICATION AND ERECTION OF 5TRUGTURAL STEEL FOR BUIL VIN65. ND
STEEL SHALL CONFORM TO A5TM A-36 AND BRID61N6 TO J015T(TOE NAILED) (2) - Sd EACH E
A-501. ALL GONNEGTION5 SHALL USE A-325 H5 BOLT5 OR E10XX WELD5. 1 � U
BLOGKIN6 TO J015T(TOE NAILED) (2) - Sd EACH END
24.2 -0 O
28. PROVIDE 5IN6LE-5TATION 5MOKE-DETECTIN6 ALARM DEVIGE5 ON EACH FLOOR AND ONE PER BEDROOM A5 PER RIM JOIST TO JOIST(END NAILED) (3) - Ibd PER J015T 1 PORCH �ry , _ z
R313 OF RGNY5. p -
2q. RAILIN65 AND HANDRAIL5,BOTH INTERIOR AND EXTERIOR,SHALL BE DE516NED TO RE515T LATERAL IMPACT AT RIM J015T TO 51LL(TOE NAILED) (2) - Ibd PER FOOT cl� �
TOP EQUIVALENT TO A MIN. LINEAR LOAD OF 50 1-65. PER FOOT A5 PER R312 OF RGNY5. WALL SHEATHING
325 do
30. STAIRS' PLYWOOD - ZONE 4 DOOR5 AND EXIT5 5HALL COMPLY WITH R3I1 AND R312 OF RGNY5. bd 12" O.G. FIELD 1 PAVILION
O � 1-3
31. GLAZING IN DOOR5,5HOWER 5TALL5,FIXED PANELS AND BATHTUB ENGLO5URE5 SHALL COMPLY WITH R308 OF b COURT O.G. ED6E5 O 1 (V O
RGNY5. " PLYWOOD - ZONE 5 bd 6" O.G. THROU6HOUT pip , U
32. FOAM PLASTIG INSULATION SHALL COMPLY WITH R314 OF RGNY5. 13.2
ROOF SHEATHING �
33. DOUBLE ALL BEAM5 AND J015T5 UNDER PARALLEL PARTITIONS AND AROUND OPENIN65 IN FLOORS AND ROOFS. PORCH p �p
34. PLYWOOD 51.I5 FLOORIN6 5HALL BE IN5TALL.ED A5 PER R503 OF RGNY5. " PLYWOOD -ZONE I Sd 12" O.G. FIELD 40.1 (6 16.1
1 �35. CHIMNEY GON5TRUGTION 5HALL CONFORM TO CHAPTER 10 AND IS OF RGNY5. b" O.G. E06E5 42.71
36. CHIMNEY OUILET5 SHALL BE NOT LOWER THAN TOP OF ANY W PLYWOOD - ZONE 2-3 Sd 6 O.G. THROUGHOUTINDOW WITHIN 20 FEET,NOR LE55 THAN 2 FEET EXISTING U
ATTACHED N ,
ABOVE THE GOMBU5TIBLE PART OF THE ROOF OR BUILDIN6 WITHIN 10 FEET,BUT SHALL NOT BE LE55 THAN 3-0 ABOVE GARAGE
THE HIGHEST POINT WERE THE CHIMNEY PASSES THROUGH THE ROOF A5 PER RI001.6 OF RGNY5. SCHEDULE PREPARED IN ACCORDANCE WITH WFGM 2015 EDITION AND THE 2015 IRG. TABLE COMPILES ADDITION UNDER
THE 5TRIGTE5T REQUIREMENT5 FROM BOTH GODE5. I EXI5TINCv ROOF
31. ATTIG5 TO HAVE AGGE55 AND GRO55 VENTILATION A5 PER R806 AND R801 OF RGNY5. 25.6
38. CONTRACTOR SHALL PATCH AND REPAIR ALL EXI5TIN6 AREAS LEFT EXP05ED AND/OR DAMAGED DO TO THI5 ALREADY ATTAGHED
1 NOTE: GARAGE 15
1 ADDITION WITH SIMILAR MATERIALS OR A5 DIRECTED BY OWNER TO THE 14OU5E VIA THEPORCH ROOF ro
3q. PROVIDE HURRICANE GLIP5 ON ALL ROOF RAFTERS. PROPOSED DORMER *'
FOR NEW BEDROOM
40. PROVIDE DOUBLE HEADER5 AND TRIMMERS AROUND ALL STAIR AND 5KYLI6HT OPENIN65. AND BATH
41. ALL SUPPLY,EXHAUST AND INTAKE OUTLET5 TO BE EQUIPPED WITH 5HUT TIGHTS AT BUILDING ENVELOPE TO MINIMIZE r-:.!
ROAIR LEAKAGE. 1 �G �42. PROVIDE MINIMUM I00 GFM MECHANICAL EXHAUST FROM BATHROOMS AND MINIMUM 150 GFM MECHANICAL 1 I N
VENTILATION IN KITCHEN AREA5. N
43. PROVIDE GOMBU5TION AIR FOR FUEL BURNING EQUIPMENT A5 PER GHAPTER 11 OF RGNY5. O2
O
44. BOILER5 AND HOT WATER HEATER5 A5 PER CHAPTER 20 AND 28 OF RGNY5.
45. FUEL 6A5 EQUIPMENT A5 PER CHAPTER 24 OF RGNY5. ® pa>' 211.40
DRWN BY
4b. PROVIDE 514150N 5TRON6 TIE J015T HAN6ER5 AT ALL FLU5H HEADER GONDITION5. O O
CHK'D BY SS
41. PROVIDE CARBON MONOXIDE DETEGTOR5 ON EACH FLOOR A5 PER NY5RG 313.4.
DATE 7-1-24
g C� I
V ITE FLAN JOB NO.
PLYWOOD ZONE5 ZONE = AG 22-10
NO GHAN6E TO 5ETBAGKS SCALE: I" = 20'-0"
NO GHA6E TO LOT GOVERA6E SHEET NO.
Asl
4" i---------------------------------------------------- —1
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I
ROOFi i-------------------------------------------------------------
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I
WHERE TOP PLATE NOTCH EXGEED5 50 % OF
PLATE WIDTH A I6 GAGE x I Ys WIDE METAL TIE I "
5HALL BE IN5TALLED WITH (4) 16d NAILS AT I3 i I i I
EACH END
REQUIRED BOTH 51DE5 UNLE55 ONE 51DE HA5 y"
PLYWOOD 5HEATHIN6 IN PLAGE OF 5TRAP 13" Tj
LAV. 121
20 FLOOR 15HovER , ----
3'LB 1 I
I
2" 1 L---- 1 I
WORK AROUND OR i EXISTING
REMOVE EXT6 PIERS
MAXIMUM HOLE AL16N WALL W OUT5I0E FACE i i GARAGE
51ZE 15 40 % OF I I
STUD DEPTH MINIMUM %" TO OF HEADER AT ROOF, NEW
i i SLAB '
1
STUD FACE " WALL LINE BELOW EXT6 GIRDER, PIERS, SANITARY LINE i I
3 DECK FRAMIN6 DETERMINE IN FIELD i ; ABOVE 5LAB THRU F
VENT A5 REQUIRED GUT BAGK EXT6 61RDER, 24"5WARE AGGE55 OPENIN6, i Cam`
MINIMUM !%&" TO PROVIDE POGKET IN NEW PROVIDE REMOVABLE PANEL i ' #4 BAR5 DOWELED
STUD FACE WALL FOR BEARING i ' i i INTO EX15T WALL 12"
15T FLOOR 8 X I6 i �_ I I - O.G. EPDXY 5ET
MAXIMUM NOTCH FDN VENT I - --- --------- --------------------------------
GONNEGT TO EXI5TIN6 5Y5TEM ———— —— — ———— N V
IN BASEMENT r-- —� ,�.......,:.. - 0 v
STUD DEPTH
DEPTH 15 25 % OF 3 I I — r----� — — Ay Y..�, —*•—————.�� ———fir L�------- ---- -------------------------------------
L (D I— _ ---- I I y J M
I I I I I I I I I I e' Cn
THRU CRAWL 5PACEoo
�' --� ----� ¢
STEP FT6. DOWN TO z I ',' I CRAWL I I "
' 1ZDSTEP FT6. DOWN TO C°
BA5EMENT ' '�' I I i 0
— z SPACE , , ® x Q BASEMENT N
#4 BAR5 DOWELED Q I I 2" GONG. SCREED i u- 00
INTO EX15T WALL 12 I '1: I SLAB 1 1 x
IF HOLE 15 BETWEEN 40 % AND 60% OF STUD I I - y W ch
DEPTH,THEN STUD MUST BE DOUBLED AND NO O.G. EPDXY SET i i N Z
':'_ #4 BARS DOWELED
MORE THAN TWO 5UGE551VE 5TUD5 ARE EKEGTOR PUMP I `` I I r?` 2'-0" ¢
INTO EX15T WALL 12"
DOUBLED AND 50 BORED BASEMENT O.G. EPDXY 5ET -W__ (/)
O
I ELEGTRIG,
BORED HOLE5 SHALL NOT BE LOGATED IN THE EXI5TIN6 FDN WALL -
5AME GRO55 5EGTION OF GUT OR NOTGH IN STUD PANEL5 y. W
Z
FLUME I NG R15ER P I AG AM
SCALE: I/4" = I'-O" EXISTING — ; ; v Z
_ __
W
FINISHED — —— ¢
— — — i UNFINISHED STUD NOTCHING �RILLING BASEMENT
-
NO SCALE i i STORAGE _ W
FIGURE 3.3b WFGM 2001
I U)
NEW SANITARY LINE, DROP INTO ¢ _
EJEGTOR PUMP AND UP TO , w
EX15TING SANITARY LINE m
EXT6 5EPTIG
LINE
ti
UP
--
Generated by REScheck-Web Software TIE IN POINT
Compliance Statemeni�- The proposed buildiig design described here is consistent with the building plans,specifications, and other EXISTING STEEL 61RDER AND GOLUMNS
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Compliance C e i fi e a to
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
L I
it
Name-Title Signature Date
Project Kelly r—
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD) '� Z
Permit Date: _ _ _
Permit Number:
All Electric false .�
Is Renewable false ^ 0
Has Charger false LJ..
Has Battery: false LO
Has Heat Pump: false 3. N O
M �
Construction Site: Owner/Agent: Designer/Contractor:
]325 Pavillon Court Stanley Stevens
Southold, New York 11971 stanley Stevens architect �OUNPATION1679 Beech St FLAN
wantagh, New York 11793
5169720034 5GALE: 1/4" ' 1'-0"
stanley8722@gmail.com
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Compliance: 2.8%Better Than Code Maximum UA: 107 Your UA: 104 Maximum SHGC: 0.40 Your SHGC: 0.30
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
FzEo ARoti,
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Ceiling: Flat Ceiling or Scissor Truss 705 30.0 0.0 0.035 0.026k 25 18
Wall: Wood Frame, 16"o.c. 520 21.0 3.8 0.046 0.060 20 26
Window 2: Wood Frame 95 0,270 0.320 26 30 F OF 1A
SHGC: 0.30
Floor:All-Wood JoistiTruss 705 19.0 0.0 0.047 0.047 33 33 DRWN BY SS
0 ARCy/ CHICD BY SS
� RGE ST DATE 7-1-24
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A
[r F N * JOB NO.
s as O
10-22
Project Title: Kelly Report date: 08/02/24 Project Title: Kelly �F ��/ Report date: 08/02/24 SHEET NO.
Data filename: Page 2 of 2 Data filenam '9e: Pagel of 2
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F OF NA
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DATE 7-1-24
JOB NO.
10-22
SHEET NO.