HomeMy WebLinkAbout49835-Z S�fFO Town of Southold
o 3/16/2024
P.O.Box 1179
o _ _ 53095 Main Rd
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y o�{l� Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 45048 Date: 3/16/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 515 Bailey Ave, Greenport
SCTM#: 473889 Sec/Block/Lot: 34.4-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/4/2023 pursuant to which Building Permit No. 49835 dated 10/5/2023
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
deck repairs/alterations and ramp addition to existing single family dwelling as applied for.
The certificate is issued to Silber,Debra&Marker,Carol
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Autho z Si a ure
�o�S�fFO TOWN OF SOUTHOLD
oy BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
"oy . 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#: 49835 Date: 10/5/2023
Permission is hereby granted to:
Silber, Debra
184 Bergen St
Brooklyn, NY 11217
To: construct.repairs/alterations (inclusive of new ramp) to an existing deck to a
single-family dwelling as applied for.
At premises located at:
515 Bailey Ave, Greenport
SCTM #473889
Sec/Block/Lot# 34.4-8
Pursuant to application dated 10/4/2023 and approved by the Building Inspector.
To expire on 4/512025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CERTIFICATE OF OCCUPANCY $50.00
Total: $250.00
Building Inspector
hO�aOF SOUIyO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
INSPECTION
[ OUNDATION 1ST [ ] ROUGH PL13G.
[ ] OUNPATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /TRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
L, (ow
DATE I Y> INSPECTOR
Of SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
�ycou 631-765-1802
g INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING j%-�FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
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FOUNDATION (2ND)
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=o'suEFotk�oGy�. TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
'y • o�` Telephone (631) 765-1802 Fax (631) 765-9562 https://www.southoldtownny.gov
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APPLICATION FOR BUILDING PERMIT
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For Office Use only !
PERMIT NO. Building Inspector: JUN 2 1 2023
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Applidations alnd forms must be ftlied out in their entirety�irycomplete
appli�atio�s will not be accepted- Where the Applicant�s not the-owner`,an �^ T �
3R-
Owner'sAuthorization forth(Pale 2)shalt be campleted � x�- ` � t� „� `I -,'�--• � -.._ -
Date:
Name:Debra Silber & Carol Marker SCTM#1000- 34 - 04 - 08
Project Address: 526 Bailey Avenue,=Greenport, NY 11944
Phone#,�...__.__._m.... r._.._.., .._ ...._._...... x...__._,..__,. _...m..._.� __.. Email•.._._:...,... .__. ._n.a,..._,. .. e 917 617 3419 e ra.sl er venzon.nt,,.___,.._...,Y._..._......-_.�....�.._.��
Mailing Address: 184 Bergen.Street,.Brooklyn NY 11217
Name: See architect below
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL-INFORMATIOIy h
Name: Frank Uellendahl RA
Mailing Address: m P013M316, Greenport,,,NY 11944___ -_...- ._..._._... . .....__ .:_..._.. _.-...__....._.___._. _.,. w__..:_n_.: _..._..._..._, ___ -
Phone#: (631) 680 0041 Email: frank uellendahl,@gm 4om
CONTRACTC)R iNFORMATfON a 4 h
rveme _r_ ....m„Joel Daly., General Contracting lnc,
Mailing Address: POB 343 Southold NY 11971
Phone#: (631) 765 1223 Email: ioeldalyhi,@optonline^,net
f)ESCRIPHTtON OF PROPOSED CONSTRt1CTION � r ��� s � '�� n ` ��`� <� o-
i
❑New Structure DAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $ 85K
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes El No
1
Existing use of property: Residential Dwelling Intended use of property: same with proposed screened porch
...........
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? DYes ®No IF YES, PROVIDE A COPY.
-----------
I�Check BOX
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�,,,e(jt— din' kowndri j ea 9: r lssues,.."yrqyl.g;. yChapter 236 of ,�
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d 61140 the,TqWWO)d6.,APPLICATION HEREBY MADE 119�40paft#**for fire kpisiguantio the'Budding
OPdinance of the Tows of Southold,Suffolk,County;New,Yorkand other apphcatile'laws,Ortlinances or Regulations;`jor file construdion�of buddmgs. ��
additions;alterations grfor removal or demolition as herein descriged The aiiplicant agrees to comply with,all apphcable laws,ordinances bwlding code, �,
housingcode and regulations and to-admit authorized inspectors on`prem�ses andin building(sj for necessary inspections Falsestateritgnts mad�tierem are
Application Submitted By( ri rank W Uellendahl, RA ligAuthorized Agent DOwner
............ ........ .......
Signature of Applicant: Date:
STATE OF NEW YO R K
SS:
COUNTY OF Suffolk
Frank W Uellendahl, RA being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Architect
(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
day of :�,AjAe 20 23
(ttary Public
-MACEY L.DWYER
WTAFtY PUMC,STATE OF NEW Y*OFIK
PROPERTY OWNER AUTHORIZATION . No.olmmew
0MAJ4160 IN SUFF01-KCMINff
(Where the applicant is not the owner) CONIMSION VWIREd ANFE ii.
we, Debra Silber & Carol Marker residing at 184 Bergen Street, Brooklyn, NY 11217
Frank W Uellendahl RA
do hereby authorize , to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
�,�; )�,, 6 hqla-3
Owner's Signature bate
OWOL L. 44 o9i?j<r=r,-
Print Owner's Name
2
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: August 1, 2023
TO: Frank Uellendahl (Silber)
PO Box 316
Greenport,NY 11944
Please take notice that your application dated June 21, 2023:
For permit: construct additions and alterations to an existing single-family dwelling at:
Location of property: 515 Bailey Avenue; Greenport,NY
County Tax Map No. 1000—Section 34 Block 4 Lot 8
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this nonconforming 8,814 sq. ft. lot in the R-40 District, is
not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less
than 20,000 square feet in total size require maximum lot coverage of 20%. The lot
coverage is at 28.19%.
Authorized Signa
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Z.B.A.
PIAVS
SURVEY OF PROPERTY
N A T GREENPORT
TOWN OF SOUTHOLD
SUFFOLN COUNTY, . Y.
.1000--34-04-08
SCALE: 1'--20
no SEPTEMBER 21, 2022
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LOT NUMBERS REFER TO "MAP OF SUBDIVISION OF BUCKLEY FARM"
BLED IN 77E SUFFOLK COUNTY CLERKS OFFICE ON SEPTEMBER 5,1914 AS MAP NO. 298 N.Y.S. L/C. NO. 051132-01
ANY ALTERAAON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF �lojklmYS. LIC. NO. 49618
SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA770M LAW. EXCEPT PECONIC SUINtYORS, P.C.
AS PER SECnON 7209—SUBDIVISION 2. ALL CER77RCA77ONS HEREON (631) 765-5020 FAX (631) 765-1797
ARE VALIP FOR THIS MAP AND COPIES THEREOF F SAID NA
OCOPIES BEAR THE IMPRESSED SEAL OF THE SURLVEYOR WHOSEP AREA= 8,818 SO. FT. P.O. BOX 909
SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET
SOUTHOLD, N.Y. 11971 22-023
GENERAL NOTES
a AREA SUMMARY PROPOSED
RECONSTRUCTION
w OF EXT'G DECK w
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN DESIGN IN ACCORDANCE WITH AMERICAN FOREST
ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL AM OVED AS NOTED LOT AREA = ca. 8,814 SF = 100.00%
EXIST'G DWELLING & DECK = ca. 1949 SF o CC HANDICAP RAMP
FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD S B P ��S EXIST'G GARAGE = ca. 470 SF g a
2 MINIMUM CONCRETE
8DDAY SHALL
STRENGTH TOFE3000RPSI WITH A FEE_ BY,DESIGN CRITERIA: EXIST G LOT COVERAGE = CO. 2,419 SF
NOTIFY BUILDING DEPARTMENT AT Z
Ll
3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- GROUND SNOW LOAD: - 45 PSF. OM765.1802 8AM TO 4PM FOR THE ® PROPOSED RAMP TO EXISTING DECK = SI LBER
LARCH STRUCTURAL GRADE J2 OR BETTER. LIVING AREAS AND DECKS: - 40 PSF. FOLLOWING INSPECTIONS: RETAIN STORM WATER RUNOFF N
SLEEPING AREA: - N/A 1. FOUNDATION-TWO REQUIRED PURSUANT TO CHAPTER?.38 ® EXISTING STRUCTURES RESIDENCE
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL WIND SPEED: - 130 MPH FOR POURED CONCRETE OF THE TOWN CODE
STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL SEISMIC DESIGN CATEGORY: - B 2 ROUGH-FBI AMING&PLUMBING SURVEY BY PECONIC SURVEYORS, P.C. o GREENPORT, NY
PARTITIONS, EXCEPT AS NOTED ON DRAWING. WEATHERING: - SEVERE
FROST LINE DEPTH: - 36 INCHES 4. FINAL INSULATION DATED:MUST DATED: SEPTEMBER 21 2022 526 BAILEY AVENUE
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND TERMITE: - MODERATE TO HEAVY BE COMPLETE FOR C.O.
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. DECAY: - SLIGHT ALL CONSTRUCTION SHALL MEET THE ARCHITECT
ICE SHIELD UNDERLAYMENT REQUIRED: - N/A FARXXIEL*M OF THE CODES OF NEW
FRANK UELLENDAHL
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE YORK STALE NOT RESPONSIBLE FOR o 123 CENTRAL AVENUE
VERIFIED BY CONTRACTOR(S) PRIOR TO START OF DESIGa"IORCONSiAt,JCTONEFIRORS P.O.BOX 316
CONSTRUCTION AND ORDERING OF MATERIALS. THIS 140.00' m GR NY 1 624
FOUNDATION HAS BEEN DESIGNED FOR A SOIL :2TEL a- 631 31-417 84
BEARING CAPACITY OF TWO (2) TSF AND GRADES
LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT o GRAVEL DRIVEWAY '`, OWNERS
THESE CONDITIONS ARE MET. GARAGE ��, � DEBRA SILBER
7. DO NOT SCALE DRAWINGS. & CAROL MARKER
` � 184 BERGEN STREET
BROOKLYN, NY 11217
8. DESIGN CONSULTANTS OR RECORD ARCHITECT- 917-617-3419
3
ENGINEER ARE NOT RESPONSIBLE FOR THE I a
INSPECTION, SUPERVISION, OR ADMINISTRATION OF Q ;
THIS CONSTRUCTION PROJECT. FEDERAL, STATE o 1-1/2 STORY m PAT10 0 �5� F Z C yi
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE o FRAME HOUSE DECK
SHALL BE THE RESPONSIBILITY OF THE o o
CONTRACTOR.
9. THIS DRAWING IS AN INSTRUMENT PREPARED TO . !
FACILITATE CONSTRUCTION AND SHALL NOT BE 16
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND �' 1
O.S.
OWNER. .' 15
10. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
CHANGES PRIOR TO AND DURING CONSTRUCTION. a
11. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
DESIGNED AND SPECIFIED BY OTHERS. 152.42' Cn
N s
� Cn
12. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL CODES OF OCCUPANCY
INSURANCE NECESSARY TO PROTECT THE ENGINEER NEW YORK STATE & TOWN CODES C^uP ANCY OR � N
AND OWNER. AS REQUIRED AND CONDITIONS OF USE IS UNLAWFUL PROPOSED SITE n PLAN z o
13. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2 DIA r _ ,T '1�T; 8A SCALE: 1/16 =1 —O
GALVANIZED MACHINE BOLTS 0 12 O.C.. qRp WITHOUT CERTIFICA SCTM# = 1000-34-04-08 DATE: 09/20/2023
OF OCCUPANCY TOWN OF SOUTHOLD a scAlF. iTs• = 1'-0•
OCT Q J` SO'UTNGL;-TEWNTR STEES PROPOSED
2023 SUFFOLK COUNTY, NEW YORK
12• . 1Y 12' . 12' l. LEA 3 Q SITE PLAN
OR: TRUSSLOK CONNECTORS BY 'FastenMaster' 0 16' O.C. DUR•DlN'G DEFT; PROPOSED HANDICAP RAMP ONTO EXISTING DECK DWG. NAME
BUILDING PERMIT APPLICATION
S DWG. NO A-1
PROPOSED
LOT LINE RECONSTRUCTION
OF EXT'G DECK w
HANDICAP RAMP
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� g
GRAVEL DRIVEWAYLl
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GARAGE N SILBER
LEV. 0'=0" PROPOSED RAMP RESIDENCE
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GREENPORT, NY
PROPOSED SLOPE OF RAMP: 1" PER 10" (1:10) 526 BAILEY AVENUE
PROPOSED LENGTH OF RAMP = 28.4 FT
LOW VOLTAGE LED ARCHITECT
w
RAMP LIGHT FIXTURE o FRANK UELLENDAHL
0 123 CENTRAL AVENUE
316
BEDROOM P.O.BOX 944
EL.+2'-5" m GREENPORT, NY 11944
" " N o R- 631-477 8624
LOPE OF RAMP: 1 PER 10
W EL.+O'-8" LANDING STORAGE
CIEOWNERS
DEBRA SILBER
3' 2" & CAROL MARKER
3 SF SQUARED OFF CORNER Z 184 BERGEN STREET
+ IS EQUIVALENT TO REDUCING THE t BR L.- 917, 1 13419
DECK BY 2.5 INCHES TEL 917-617-3419
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0
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BLUESTONE PATIO
AT GRADE 2x6 MAHOGANY TOP RAIL
1-1/4" DIA ALU. HANDRAIL
EXISTING DECK i 36" MIN. FUTURE
EL+3'-6" + —4X4 MAHOGANY POST E
SCREENED ,, ,
DECKING TO BE REPLACED + PORCH i
j WITH TIMBERTECH STEPS DNS o
—RAILING SYSTEM
j 3/16"dia SS CABLES ® 4" O.C.
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KITCHEN
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y y 04 TREATED POST ON N
RAILINGS TO BE REPLACED 0 N
w/ " DIA. SS CABLES y y LEVATED POST BASE
ON 8 dia SONOTUBE FTG. Z
_ . _ . _. _ _ _ . EL-O'-6" %4, i DATE: 09/20/2023
OUTDOOR .� %k .� .� .� .� .� SCALE: 3/16' = 1'-O"
SHOWER
PROPOSED
20"x2o"x12" Frc. AS 3 Q RAMP
E PER FOUNDATION PLAN Y
p %Y �Y �Y �Y y � / �w
o DWG. NAME
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DWG. NO
SCHEMATIC RAMP DETAIL
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OF EXT'G DECK w
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W W W W HANDICAP RAMP
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W W W W 1 N SILBER
W W W W W W W W N
W W W W W W W I RESIDENCE
W W W KITCHEN N
W W W W W W W
W I GREENPORT, NY
W W i 526 BAILEY AVENUE
U
EXT'G DECK I ff� ARCHITECT
W
FRANK UELLENDAHL
0 123 CENTRAL AVENUE
P.O.BOX 316
cn m GREENPORT, NY 11944'
cn o TE 631-477 8624
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OWNERS
DEBRA SILBER
& CAROL MARKER
ACCESS RAMP BEDROOM Z B184 BERG N STREET
TEL: 917-617-3419
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DECK PLAN
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DATE: 09/20/2023
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ELEVATIONS
6-6 N DWG. NAME
APRON: EAST ELEVATION NORTH ELEVATION CN DWG. NO A-3
1 x4 HORIZONTAL VERSATEX TRIM BD.
WITH J" AIR SPACE
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PROPOSED
RECONSTRUCTION
OF EXT'G DECK w
HANDICAP RAMP
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RESIDENCE
GREENPORT, NY
526 BAILEY AVENUE
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ARCHITECT
o FRANK UELLENDAHL
123 CENTRAL AVENUE
P.O.BOX 316
GREENPORT, NY 11944
o TEL- 631-477 8624
S2
OWNERS
DEBRA SILBER
do CAROL MARKER
184 BERGEN STREET
BROOKLYN, NY 11217
TEL- 917-617-3419
21
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3.5"X11-7/8" TRT'D GLULAM BEAM M
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6x6 TRT'D POST STRAPPED TO FOOTING o
DATE: 09/20/2023
SCALE: 3/8' = 1'-0'
Pf
CEDAR APRON SIMPSON MP866Z MOMENT POST BASE
o - WITH CORROSION PROTECTION, 6" MIN. CONC. SIDECOVER CROSS SECTION
18%18"02" POURED CONC. FOOTING _ ? A-A
E ON 26"x30"x12" POURED CONC. PAD r o N N DWG. NAME
N
Ll REBARS AS REQUIRED (#5 REBARS & #4 STIRRUPS) _ _ _ j_ I SECTION A-A DWG. NO A-4
2 -2 SCALE: 3/8" = 1'-O" g
IM PROPOSED
RECONSTRUCTION
la OF EXT'G DECK w
o HANDICAP RAMP
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4 3'-11" J 3'-4" us� n
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p RESIDENCE
w�b Z�Ar�Na 1
o GREENPORT, NY
i
107- �OVQYQ Q,) 526 BAILEY AVENUE
`D I I I I I II z ARCHITECT
0
FRANK UELLENDAHL
o 123 CENTRAL AVENUE
2'-23 � CO. 13'-2" P.O.BOX 316
GREENPORT, NY 11944
— — — o TEL631-4778624
— — — 17 FT 3.5 x11-7 8 TRT D GLULAM BEAM I OWNERS
/ DEBRA SILBER
do CAROL MARKER
_ 0 184 BERGEN STREET
BROOKLYN, NY 11217
it
I I I I I 3 TEL 917-617-3419
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o o 0 0
5 UL i
z FOOTINGS, COLUMN BASES AND BEAMS TO BE I I Q+ctr� �' F°
a EXECUTED AS SHOWN ON THIS PLAN ® m I I 2z6 R.R. @ 16" O.C. ti
N m IN PREPARATION FOR A SCREENED PORCH � I f
o TO BE CONSTRUCTED IN THE NEAR FUTURE s � . .I ABOVE SCREENED PORCH j
I I Y 3 WITH A SEPARATE BUILDING PERMIT I I
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17 FT 3.5"x11 7� TRT'D �LLILAM BM EA —� o
3' 6" I 3 -3 112 3'-3 1/2 3 -3 1/2 3 -3 1/2" 3'-3 1/2" J o DATE: 09/20/2023
a SCALE 3/8 1' 0
FOUNDATION NOTES
_ _
STRENGTH = 3000 PSI AT28 DAY ASTM L FOUNDATION PLAN
C-94 READY MIX CONCRETE.
ALL FOOTINGS, FOUNDATIONS, ETC SHALL N DWG. NAME
REST ON UNDISTURBED SOIL. FOUNDATION PLAN A-5
ALL FOOTINGS AND FOUNDATIONS SHALL BE
FORMED. SCALE: 3/8" = 1'-O" �g DWG. NO
®Z�
GENERAL NOTES AREA SUMMARY RECONSTRUCTIOP
DESIGN IN ACCORDANCE WITH AMERICAN FOREST W W S EEN DECK w
1., ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN LOT AREA = ca. 8,814 SF = 100.00% o � SCREENED PORCF
ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL EXIST'G DWELLING & DECK = ca. 1,949 SF cc
FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD EXIST'G GARAGE = ca. 470 SF � Q
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A
MINIMUM 28 DAY STRENGTH OF 3000 PSI DESIGN CRITERIA: EXIST'G LOT COVERAGE = ca. 2,419 SF = 27.44%
-' " ; PROP. ROOF EXTENSION, INCL. z 0
3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- GROUND SNOW LOAD: - 45 PSF. •;;J APPIR
VASQUARED OF DECK CORNER = ca. 66 SF = 0.7 % N SILBER
LARCH STRUCTURAL GRADE #2 OR BETTER. LMNG AREAS AND DECKS: — 40 PSF. ' = = = TOTAL BLDG. COVERAGE = ca. 2,485 SF = .19%
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL SLEEPING AREA: — N/A W RESIDENCE
WIND SPEED: — 130 MPH
STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
PARTITIONS, EXCEPT AS NOTED ON DRAWING. SEISMIC DESIGN CATEGORY: — B Im PROPOSED SCREENED PORCH ON EX ING DECK GREENPORT, NY
WEATHERING: — SEVERE W 526 BAILEY AVENUE
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FROST LINE DEPTH: — 36 INCHES ® EXISTING STRUCTURES
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
TERMITE: — MODERATE TO HEAVY
DECAY: — SLIGHT SURVEY BY PECONIC SU ORS, P.C. z ARCHITECT
ICE SHIELD UNDERLAYMENT REQUIRED: — N/A DATED: SEPTEMBER 2 20, J FRANK UELLENDAHL
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE o 123 CENTRAL AVENUE
VERIFIED BY CONTRACTOR(S) PRIOR TO START OF P.O.BOX 316
CONSTRUCTION AND ORDERING OF MATERIALS. THIS m GREENPORT, NY 11944
FOUNDATION HAS BEEN DESIGNED FOR A SOIL
140.00 12.42 o TEL- 631-477 8624
BEARING CAPACITY OF TWO (2) TSF AND GRADES
LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT o GRAVEL DRIVEWAY PROPOSED 63 SF OWNERS
THESE CONDITIONS ARE MET. ROOF EXTENSION GA GE a DEBRA SILBER
& CAROL MARKER
7. DO NOT SCALE DRAWINGS. 184 BERGEN STREET
BROOKLYN, NY 11217
8. DESIGN CONSULTANTS OR RECORD ARCHITECT— RAMP ED ; TEL 917-617-3419
ENGINEER ARE NOT RESPONSIBLE FOR THE Y
INSPECTION, SUPERVISION, OR ADMINISTRATION OF 37—, r0oiv1
THIS CONSTRUCTION PROJECT. FEDERAL, STATE 0 1-1/2 STORY SCREENED PORCH 9 m PATIO i
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE o W FRAME HOUSE
SHALL BE THE RESPONSIBILITY OF THE o 0 0CD
CONTRACTOR. o
DECKCD
9. THIS DRAWING IS AN INSTRUMENT PREPARED TO
W CD
FACILITATE CONSTRUCTION AND SHALL NOT BE G � • �` o Z
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 16' O.S. w C
OWNER.
W =
cm
cli
10. ENGINEER TO BE NOTIFIED IN WRITING OF ALL DW o
CHANGES PRIOR TO AND DURING CONSTRUCTION.
11. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 152 42' s o
DESIGNED AND SPECIFIED BY OTHERS. N o
J Q
12. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
N C
AND OWNER.
PROPOSED SIT PLAN W o
13. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. SCALE: 1/16" 1'-0"
GALVANIZED MACHINE BOLTS ® 12" O.C.. SCTM — 1000-34-04-08 DATE: 08/01/2023
�, SCALE: 1/16' = 1'-0'
o RUN—OFF CALCULATION: TOWN OF SOUTHOLD PROPOSED
SUFFOLK COUNTY, NEW YORK =z
12' 1 12' 1 1f ° 12' FOR 2" OF RAIN TO BE CONTAINED ON SITE SITE PLAN
3
TOTAL ROOF AREA : 261 SF + 450 SF FOR MAIN ROOF AREA Y
OR: TRUSSLOK CONNECTORS BY FastenMaster ® 16 O.C. 100% run—off coefficient = 118.5 Cu.Ft. PROPOSED SCREENED PORCH AND RAMP ON EXISTING DECK DWG. NAME
PROPOSED (2) STACKED 6'dia x 3' deep DRYWELL AT 134 Cu.Ft. N A-1
• WITH GUTTER LEADERS FOR ROOF RUN—OFF BUILDING PERMIT APPLICATION
DWG. NO
LOT LINE PROPOSED
RECONSTRUCTION
� OF EXT G DECK o
SCREENED PORCw
� a
U
GRAVEL DRIVEWAY
o W ®
GARAGE N SILBER
LEV. O'=o" PROPOSED RAMP RESIDENCE
..'.' .'.'.'. .' '. SLOPE OF ADA COMPLIANT RAMP: 1" PER FOOT (1:12)
s:--r= -=a REQUIRED LENGTH OF RAMP = 34 FT GREENPORT, NY
PROPOSED SLOPE OF RAMP: 1" PER 10" (1:10) w 526 BAILEY AVENUE
t: PROPOSED LENGTH OF RAMP = 28.4 FT
Q LOW VOLTAGE LED ARCHITECT
o RAMP LIGHT FIXTURE o FRANK UELLENDAHL
0 123 CENTRAL AVENUE
BEDROOM EL.+2'-5" m GREENPORT, NY 11944
—.—.— LOPE OF RAMP: 1" PER 10" c' o TEL 631-477 8624
10 EL.+o'—s" �' LANDING STORAGE
OWNERS
PE
17'-0" P 31 2" & CAROL MARKER
Ai 184 BERGEN STREEf
- a CEILING FAN BROOKLYN, NY 11217
I i_ TEL 917-617-3419
I o z BBQ ,�i�pl F;
POST MOUNTED LED o BLUESTONE PATIO
LE
— —•— SPOT LIGHT, E E AT GRADE 2x6 MAHOGANY TOP RAIL
ON DIMMER SWITCH �`�!'�!P 1-1/4" DIA ALU. HANDRAIL +
36" MIN. }
+ —04 MAHOGANY POST
SCREENED
STEPS DN o + PORCH 3
RAILING SYSTEM M
3/16 dia SS CABLES ® 4" O.C.
�
+
N DECK �
N +
KITCHEN
DEL+3'-6" �, .� 3
Z
DECKING TO BE REPLACED
I WITH TIMBERTECH ,� �' �' �' -42X10 ERA G o
4X4 TREATED POST ON M
RAILINGS TO BE REPLACED �' I NI/ %1 '4 N
N
DIA. SS CABLES �. � � � � 0 8Ada SONOTUBEEFIG.
o
- z
EL.-0'-6"
—.—.—.—.—.. •y •� •� •� •� •� o oa DATE: 06/23/2023
OUTDOOR SCALE. 3/16'= 1'-0'
SOWER
z PROPOSED
M 20'x2O"xl2" FTG. AS F SCREENED PORCH
PER FOUNDATION PLAN 3 & RAMP
DWG. NAME
SEE DWG. NO
SCHEMATIC RAMP DETAIL gig
W PROPOSED
RECONSTRUCTION
OF EXT'G DECK w W W W W W
W W W W W o SCREENED PORC
W W W W
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W W W V V �iS
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W W W W W V W
W W W W I N SILBER
1
W W W W W W W W W KITCHENRESIDENCE
W W W W W W 'EXTG DECK
W j GREENPORT, NY
W W j 526 BAILEY AVENUE
Z ARCHITECT
r FRANK UELLENDAHL
a o 123 CENTRAL AVENUE
PROPOSED i P.O.BOX 316
SCREENED PORCH m GREENPORT, NY 11944
W ON TOP OF EXT'G DECK I o TEL.• 631-477 8624
U S2
Q I w
OWNERS
DEBRA SILBER
L.
J &CAROL MARKER
ACCESS RAMP 184 BERGEN STREET
BEDROOM BROOKLYN, NY 11217
TEL• 917-617-3419
5 U
t� iQ 9
DECK PLAN
EXT'G ROOF TO BE EXTENDED +
21
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0
o Q
----
FE-11
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m
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--_______— U
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....... ......
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DATE: 06/23/2023
SCALE. 1/8'= 1'-0°
...:•. ::::•:: •:�:�: : O Ll
-____----- - PROPOSED
LLLLLLLLL LLILLLLL LLLLL o RAMP
LLLLLLLLL LLLLLLE LLLLLL 3¢ ELEVATIONS
LLLL LL LLLLLLLL LLLLLLLL LLLLLL ..................LL LLLL LLLLLLL L LLL Y LLLLLLLLL LLLLLL.LL
EAST ELEVATION NORTH ELEVATION c owG. NAME
o�
�� A-3
DWG. NO
a
MC PROPOSED
RECONSTRUCTION
W OF DG G DECK w
ROOF CONSTRUCTION o SCREENED PORC
30 YR ARCH'L GRADE ROOF SHINGLE FOR EXT'G ROOF EXTENSION Q
ON 15 LBS BIT. FELT
IN 13OMPH REGION: 6 NAILS PER SHINGLE REQU'D
FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION 0
SHINGLES TO MATCH EXISTING MAIN ROOF N SILBER
PORCH ROOF: SELF—ADHERING CAP SHEET ROLL FOR LOW SLOPE ROOFING y RESIDENCE
COLOR TO MATCH EXISTING DWELLING AS CLOSELY AS POSSIBLE
5/8" CDX PLYWOOD SHEATHING FS
o GREENPORT, NY
2x10 ROOF RAFTERS @ 12 O.C. Ey526 BAILEY AVENUE
1/2 MAHOGANY PLYWOOD, CUT IN 8 WIDE PLANKS
ON ROOF OVERHANGS AND INSIDE PORCH CEILING ROOF EXTENSION
ALL TRIMWORK INCL. SCREENS TO BE MAHOGANY ARCHITECT
2x6 ROOF RAFTERS @ 16" O.C.
ROOF RUN—OFF TO ALUMINUM GUTTER AND ASPHALT SHINGLES TO MATCH EXT'G o 1z33 CCENiRk AVENUE
LEADERS CONNECTED TO DRYWELL ROOF OVERHANG TO MATCH EXT'G - P.O.BOX 316
ALUMINUM CLAD GUTTER TROUGH m GREENPORT, NY 11944
2( )1.75"x9.5" LVL GIRDER CONNECTED TO DRYWELL TEL 631-477 8624
1x6 MAHOGANY FASCIA BOARD _
1/2" MAHOGANY PLYWOOD AT CEILING OWNERS
HURRICANE CUPS 41 DEBRA SABER
EACH RAFTER TO BEAM CONNECTION + + + + _ — J & CAROL MARKER
5.25"x 9-1/4" PARALLAM GIRDER ++ ++ ++ ++ B184 BERG EN
1 121E7
2x6@12`o.c. TEl_ 917-617-3419
COLUMN CAP ECCLLQ66SDS2.5 (OR SIM.) + + + + + +
+ + + + + + + + +, + + + + + +
ALL END POSTS TO BEAMS +++++ +++++ + + + + + + + + + + + + + + + + ��p�
TYPICAL PCZ POST CAP (OR SIM.) ALL FIELD (2) 2x4 POSTS + + + + + + + + + + + + + + + + + + + + + IN
1,
+++++ +++++ + + + + + + + + + + + + + + + + + + + +
7 + + + + + + + + + + + + + + + + + + + + + + + + + + �# y
6x6 TRT'D CORNER POST w/ 3/4" MAHOGANY COLUMN WRAPS + + + + + + + + + + + + + + + + + + + + + * + +
ALTERNATE DESIGN: SOLID 6x6 MAHOGANY POSTS + + + + + + + + + + + + + + + + + + + + + + + +
[++++,
i +
+ T + + + + + + + + + + + - + + + + + + + + + + + + + +INTERMEDIATE 4x4 POST, WRAPPED w/ 3/4" MAHOGANY + + + + + + + + co
+ + + + + + + + + + + +
� Z
J ++++++++++++ +++++
+ + + + + + + + + + + + + + o
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + +
o + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + �
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + a c
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ � m
+ 35"x11-7/8" TRT'D GLULAM BEAM U N
TICO'D TO 6x6 CONTINUOUS CORNER POSTS N
o 0
12.4" DIA. POURED CONC. FOOTING DATE: 06/23/2023
RIGID PLASTIC FOOTING FORM BIGFOOT MODEL BF28 RING DIAMETER D --- �� scA�E: 3/a° = 1'-0'
SIMPSON MPB66Z MOMENT POST BASE W
CEDAR APRON WITH CORROSION PROTECTION, 6" MIN.CONC. SIDECOVER
o _ CROSS SECTION
`a 18"x18nx32n POURED CONC. FOOTING 4 N A—A
'E ON 26 x30 x12 POURED CONC. PAD o N DWG. NAME
�` KEBABS AS REQUIRED (#5 KEBABS & #4 STIRRUPS) _ SECTION A-A DWG. NO A-4
U2-2 _ SCALE: 3/8" = 1'-O" R
FOUNDATION NOTES I RECON PROPOSED
� � STRUCTION
OF EXT G DECK w
STRENGTH = 3000 PSI AT 28 DAY ASTM � �
SCREENED PORC
C-94 READY MIX CONCRETE. I EL.+3'-6" Q
ALL FOOTINGS, FOUNDATIONS, ETC SHALL
REST ON UNDISTURBED SOIL.
ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. 2x8 TRT'D DECK JOIST @ 16" O.C. W
`-1 SILBER
3'-11" •, 3'-4" 14 3.5"x11-7/8" TRT'D GLULAM BEAM N
SIMPSON MPB44Z MOMENT POST BASE ° RESIDENCE
w/ MIN. 4 CONC. SIDECOVER GRADE
" GREENPORT, NY
12.4 DIA. POURED CONC. FOOTING o 526 BAILEY.AVENUE
RIGID PLASTIC FOOTING FORM, BIGFOOT
MODEL BF28, RING DIAMETER D6 z
o I I I I I . II z ARCHITECT
•� '. . '' o FRANK UELLENDAHL
123 CENTRAL AVENUE
2'-2" " P.O.BOX 316
CO. 13 -2 m GREENPORT, NY 11944
\ I o n- 631-4n 8624
/ _ _ 13' 3.5"x11_7/8" TRT'D GLULAM BEAM - _ _ _ _ W OWNERS
y
_ . _ _
N.—
' I � DEBRA SILBER
(2) 1.75"x11-7/8" LVL GIRDER -� _ i 0 184 CAROL MARKER
BERGEN STREET
~ I I BROOKLYN, NY 11217
CD I I o " TEL• 917-617-3419
III III 3
II of l oII � r
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o o �I�v�Ifl ,�•,� v� •
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m I I o ® m I I 2x6 R.R. @ 16" O.C. _ •
o =I I o = o = I I ABOVE SCREENED PORCH
W W Z
II o o 8
R7
Z Q
f—® � f— ® 6 U
m. N C4 co
X I I EQ. EQ. X I I
—� 12" DIA PD. CONC. FOOTIN —� S
RIGID PLASTIC FOOTING FORM \ o
/ 16' 3.5"x11 V8" TRT'D GLULAM BEAM I o
— PROPOSED ROOF EXTENSION
CEO. I I 7 " 1 " ) " I " ) fl O e— '023 3'-6" I 3 -3 1/2 3-3 1/2 3 -3 1/2 3-3 1/2 3 -3 1/2 r •— ABOVE SCREENED PORCH SCALE.� �a scaL�: 3/a/23'2D23
I �W
FOUNDATION PLAN
� DWG. NAME
N
FOUNDATION PLAN DWG. NO A-5
SCALE: 3/8 = 1 -0 o
82