HomeMy WebLinkAbout50386-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#: 50386 Date: 3/1/2024
Permission is hereby granted to:
Allacco Jr, Louis
603 6th Ave W
East Northport«, NY 11731
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
905 Kerwin Blvd, Greenport
SCTM #473889
Sec/Block/Lot# 53.-3-4
Pursuant to application dated 12/15/2023 and approved by the Building Inspector.
To expire on 8/31/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $396.50
CO-ADDITION TO DWELLING $100.00
Total: $496.50
Building Inspector
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 hit
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector:
Applications and forms must be filled;out iKtheir entirety.Incomplete
applications will not be accepted. Where the Applicant is riot the owner an
Owner's Authorization form(Page 2)shall be completetl.
Date: 12 December 2023
OWNER(S)OF PROPERTY:
Name: Louis Allacco SCTM # 1000-53-03-04
Project Address:905 Kerwin Blvd Greenport, NY 11944
Phone#:631-260-7293 1Email:allacco@optonline.net
Mailing Address:603 6th Avenue West East Northport, NY 11731
CONTACT PERSON:
Name: Robert I. Brown Architect P.C. and its agents
Mailing Address:205 Bay Avenue Greenport, NY 11944
Phone#:631-477-9752 Email:info@ribrownarchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name: Robert I. Brown Architect P.C. and its agents
Mailing Address:205 Bay Avenue Greenport, NY 11944
Phone #:631-477-9752 Email:info@ribrownarchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure *Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $20,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
Existing use of property:Single Family Residential Intended use of property: no Change
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes A No IF YES, PROVIDE A COPY.
W Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of 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 210.45 of the New York State Penal Law.
an
Application Submitted By(print name SIdOr
CR RAuthorized Agent ❑Owner
{
Signature of Applicant: Date: �`usMr `�L 2-o-23
CONNIE D. BUNCH
STATE OF NEW YORK) Notary Public,State of New York
No. 01 BU6185050
SS: Qualified in Suffolk Coun!
COUNTY OF ) COMMission Expires April 14. 2
fz-or� being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the 4 .
(Contractor gin 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
t day of 20 (i� �� '�
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
C residing at q05
Robert I. Brown Architect P.C. and its agents
do hereby authorize to apply on
my h F to the Topn of Southold Building Department for approval as de cribed h rein.
Owner's Signature ( Date
� IC(Ccc?
Print Owner's Name
2
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EXISTING EXCEPT A5 NOTED ZONED: K-80
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L.NOW OR FORMERLY OF RYAN&MARGARET WATERHOUSE
E C E
SECCAFICO LAND SURVEYING PC
500 Montauk Highway
Moriches, New York 11955
Phone: (631) 878-0120 Phone (631) 728-5330
pseccof7cogoptonline.net
Pat C. Seccarlco. PLS Pat T. Seccaflco. PLS
NYS Lk. No. 051040 NYS Lic. No. 049287
0211912024 UPDATE & TOPOGRAPHY copyright — 2024 Seccofico Land Surveying PC
PROJECT No. 63357 SCALE. 1 30' DATE. 0612512022
ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTE-5
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA
1.THIS PROJECT 15 THE CONSTRUCTION OF A NEW REAR-FACING DECK AND REAR-FACING SCREEN GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCNY5 2020 V
PORCH FOR AN EXISTING ONE-5TORY SINGLE FAMILY RESIDENCE,ZONED AS R-80. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(I)BCNY5 2020
2.THE EXISTING HEIGHT OF THE EXISTING STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK SEISMIC DESIGN CATAGORY B (PER SECT. 1613 BCNY5 2020 ASS
STATE TYPO IS I T-6'.THE PROPOSED WILL NOT INCREASE THE HEIGHT OF THE EXISTING STRUCTURE. WINTER DESIGN TEMP I 1°F (PER TABLE N I 10 1.2)3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FLOOD ZONE WA (PER FEMA MAP) FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CCDE of NEW YORK FROST LINE DEPTH 36'
STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF t PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNY5 2020
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) GLAZED BASEMENT SLAB CRAWL
5.DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1G07.1 BCNY5 2020 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR
LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE SPACE WALL
DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. SLEEPING ROOMS 30 P51 SHGC R-VALUE DEPTH R-VALUE
SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020. ATTICS WITH LIMITED STORAGE 0 P51
1
ATTICS WITHOUT STORAGE I O P51
WIND EXPOSURE CATEGORY"C',FOR 130 MPH 3 SECOND GUST. STAIRS 40 P51 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 21T 10/ 13
LOCATION LIVE DEAD DELECT LIMIT
15T.FL. 40 LB. 12 U360
2ND.FL.(SLEEP AREA) 30 LB. 12 U360 NAILING SCHEDULE
ATTIC(NON STORAGE) 20 LB. 10 U3GO (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR
ROOF 20 LB. 15 U360 ONE AND TWO FAMILY DWELLINGS 2015 515C HIGH WIND EDITION)
G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR.THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING
CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES,NOR ANY MERCHANTABILITY OF FITNESS RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J0I5T
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL'MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RJDGE STRAP(EACH END) 2 PER TIE
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIF'ICATION5,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NEC55ARY TO RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END
COMPLETE THE WORK. WALL FRAMING
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTLRE5 REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I Gd PER FOOT
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINT EA.51DE
AND SPECIFICATIONS. STUD TO STUD(FACE-NAILED) 2-16d 24"O.C.
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES
OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-16d PER 2x4,2x6,2x8 RESPECTIVELY
BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-16d PER FOOT \ c
1. CONTRACTOR SHALL DEMOU5H EXISTING WOOD DECK AS INDICATED ON DRAWINGS AND AS FLOOR FRAMING
NECESSARY,AND REMOVE ALL DEBRIS. JOINT TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST
2. CONTRACTOR SHALL DO ALL PATCHING AND REPAIR AS REQUIRED DUE TO REMOVAL OF EXISTING BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END
WORK AND OF INSTALLATION OF NEW WORK,AS NECESSARY. BLOCKING TO J0I5T(TOE-NAILED) 2-8d EACH END
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05ELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK
OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH JOIST
4. EXISTING STRUCTURE AND INTERIORS THAT REMAIN SHALL BE PROTECTED AS NECESSARY DURING J015T ON LEDGE TO BEAM(FOE-NAILED) 3-8d PER J015T
DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-16d PER J015T
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOINT TO SILL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT / \
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP.REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING / \
A5 NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8)
DIAGONAL BOARD SHEATHING
FOUNDATIONS 1"x6"OR I"x8" 2-8d PER SUPPORT \ \
1.ASSUMED SOIL BEARING CAPACITY, 1,500 IbJ5q.1't IN 10'OR WIDER 3-8d PER SUPPORT
2.CONCRETE TO BE PLAIN,REINFORCED,3.000 psi.-28 DAY TEST.
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING
GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10"FIELD
GENERAL CONSTRUCTION WALL SHEATHING
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 5TRUCURAL PANEL ad (TABLE 3.9)
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS
REASONABLY IMPLIED AS NECESSARY TO COMPLETE 171E WORK. 7/1 W 861 3-EDGE/G'FIELD
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/6"FIELD /
3.INTERIOR TRIM SHALL MATCH EXISTING. GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10"FIELD
4.FRAMING ELEMENTS:A.ALL FRAMING LUMBER SHALL B HARDBOARD 8d (TABLE 3.9)E GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) PH RAGMITES /
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 1'x6"OR I'x8" 2-8d PER SUPPORT / le
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I'x 10"OR WIDER 3-8d PER SUPPORT
D.ALL SUB FLOORING TO BE APA RATED STUDD-I-FLOOR,EXPOSURE I,3/4'MIN.THICKNE5. FLOOR SHEATHING
E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MINI.OF(2)2'x8'OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS
F.SOLID BLOCKING SHALL BE PROVIDED FOR All JOISTS AND FLOOR BEAM5 AS PER 13CNY5 2020 I'OR LESS 8d 6"EDGE/12"FIELD
OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN I' I Od 6"EDGE/6"FIELD
G.PROVIDE DOUBLE FRAMING AROUND ALL OFF ING5(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING
H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I'XG"OR 1"x8" 2-8d PER 5UPPORT /
DRAWING. I"x 10"OR WIDER 3-8d PER SUPPORT
I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL
CONNECTORS 13Y'51MP50N"OR APPROVED EQUAL. Q /
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. G �
ALL 2"x6'STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE \\ /
GALVANIZED. SEE ATTACHED NAILING SCHEDULE. O
K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND 6d NAILS @ 12"
O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. /
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE 5ELECTED BY OWNER. O� �� / \
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE N\
TYPE CONNECTORS BY'SIMP5YN"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE
HURRICANE CUPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS.
5.ALL NEW WINDOWS TO BE THERMAL INSULATED L01V-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS \ /
REQUIRED.
G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS.
7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF A PA WCFM-1995.(SEE NAILING -- ` !�j THESE PLANS ARE AN INSTRUMENT OF SERVICE
SCHEDULE) I!Ii / _
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED IIf / INFRINGEMENTS WILL EOPR SECUTED �
MEMBRANE. /
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKET5 SHALL BE ALUMINUM.
10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT / 2023 ALL RIGHTS RESERVED
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND /
CHIMNEY,AND ROOF AND WALLS.
ALL BE
ZL 1/25b.INSULATION
FIBER-GLA55 BATTS CONFORMING TO THE 5PEINDICATED
FIICAATION5 DFOR PRE ORMEDPA\&ING5 AND HFIBROUS CORNER /
GLA55 INSULATION.NAAMM STANDARD 51. 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER O LD DOWN
INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS.
12.NEW INTERIOR DOORS SHALL MATCH EXISTING.
13. NEW HARDWARE SHALL MATCH DEDGE
EXISTING, PE,UNLESS,SPECIFIED BY OWNER. Robert I. Brown
14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE j
'5HEETROCK 5W'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE / Q, EYISTI NG /
'/2" / FRAME / Architect P C
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR / /i, • •
CORNERS SHALL HAVE METAL CORNER BEADS. ( / GARAGE 20 Bay Ave. Green port NY
FINISHES �� /
1. NEW WOOD DECKING TO BE SELECTED BY OWNER,INSTALLED BY CONTRACTOR.
/ �5 x P
FINISHED AS NECESSARY info@ribrownarchitect.com
2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED /
EQUAL.APPLIED IN ACCORDANCE WITH MANUFACTUR:EK5 5PECIFICATION5 AND 6 j- -
RECOMMENDATIONS. COLOR TO BE SELECTED. O O� / 3 477 9752
3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHAM
BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND
PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX ``11
PAINTED,COLOR TO BE SELECTED
HVAC RIDGE CROSS SECTION END VIEW EXISTING oO\Cp� �`�J IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
1.NO HVAC WORK TO BE COMPLETED 1 r�. JCL UNLESS ACTING UNDER THE DIRECTION OF
/ FRAME C) Ix O\��P� LICENSED ARCHITECT,TO ALTER ANY ITEM ON
P LUYMBIVE 05GBIB8 LOCATION A5 NECESSARY / SHED / \ THIS DRAWING IN ANY WAY. ANY AUTHORIZED
1. 2 GPI- ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
ELECTRICAL
1.FURNISH ALL LABOR,MATERJAL5,EQUIPMENT,PLANT,TOOLS,AND SERVICES
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW �••,, �/ �P\
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO:
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL-SYSTEMS,WIRING,LIGHTING,
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES I ----- 111 P POS DECK PROPOSED ('e
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND .
AND SPCIFICATION5 AND AS NORMALLY SPECIFIED IN TH15 TYPE OF PROJECT AND D RYWE LL
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND /
ELECTRICAL DISTRIBUTION SYSTEMS.
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE
of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC),
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE
NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER
APPUCABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT
REQUIREMENTS WILL APPLY. " PROPOSED SCREEN
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS `3i '"` I / -----`
LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY
WILL BE INSTALLED. PORCH /
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE
SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. ��� CLIENT/OWNER
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES
AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES,
AND ANY OTHER APPLICABLE JURISDICTION. / ALLACCO 6.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES � �"y� �
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL ---
SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS FLOOR O
ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH J015T DRAINAGE CALCULATIONS: LOUIS
SLEEPING QUARTERS ARE LOCATED.
7.SMOKE DETECTORS IN NATIONAL
IRE AL WITH THE TYPO BUILDING CODE of NEW = n ZONE 1 : 140 S F x 0. 17 = 23.8 C F 905 KERWIN BOULEVARD
YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE � � �� �'
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND �� PROVIDE I 4' D I A x 3'-G"D D RYWE LL 3 0.5 C F
ON EACH FLOOR LEVEL. S 3� ( ) ( ) GREENPORT, NY ljgq�}
CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND I 0 c9
BURGLAR ALARMS AS NECESSARY. �i
O�Oo
3 �/J GL PROJECT TITLE
'vDECK AND SCREEN
61,
� PORCH ADDITION
FLOOR
JOIST = Q /
DRAWING TITLE
GENERAL NOTES
SITE PLAN
UPLIFT CONNECTIONS BASED ON SURVEY BY:
SECCAFICO LAND SURVEYING P.C.
N N ECTION5 D E TAIL SCALE
DATED: 25 MAY 2022 11DECEMBER,2023
51TE PLAN DRAWING NO.
SCTM: 1000-53-3-04
SCALE: 1 " = 20'-011 AREA: 42,G I I SF (0.95 AC)
EXISTING EXCEPT AS NOTED ZONED: R-80
ISSUES/REVISIONS
64
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2o23 ALL RIGHTS RESERVED
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SCALE: EX =CEPTT A A� NOTED DIRECTION. MINIMUM 3'-0" BELOW DIRECTION. MINIMUM 3'-0" BELOW DIRECTION. MINIMUM 3'-0" BELOW 631-477-9752
EXISTING GRADE ON UNDISTURBED SOIL GRADE ON UNDISTURBED SOIL GRADE ON UNDISTURBED 501L
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
FOUNDATION PLAN UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
SCALE: 1/4" = 1'-0" ALTERATION MUST BE NOTED,SEALED,AND
EXISTING EXCEPT AS NOTED DESCRIBED IN ACCORDANCE WITH THE LAW.
REMOVE IXISTING SHINGLES AS NECESSARY '� c `J!n
REPAIR AND PATCH EXISTING NEW 2x8 RAFTERS SECURED
ROOFING AS NECESSARY WITH METAL STRAPPING(TYP.) ." :.
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BLOCKING A5
Yz CD-X RATED PLYWOOD SHEATHING NEGE55ARY
ASPHALT SHINGLE ROOFING TO MATCH EXISTING 2x 12 LEDGER BOARD Y '�-
ASPHALT SHINGLE ROOFING 12 ANCHORED TO EXISTING RAFTERS
TO MATCH EXISTING 3 �c ' 'N V I
NEW SOFFIT, TRIM,AND BLOCKING AS
NEW 2x4 CONSTRUCTION
LEVEL WITH EXISTING GUTTERS TO MATCH EXISTING LEVEL WITH IX NECESSARY ISTING 51DING TO MATCH EXISTING WALL
NEW SOFFIT,TRIM, AND REMOVE EXISTING SOFFIT AND FASCIA CLIENT/OWNER
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4x4 POSTS w/ PANELS
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INSECT BARRIER N PROJECT TITLE
(2) 2x8 P.T. GIRDER 2x8 P.T. JOISTS @ I G"O.C. DECK AND SCREEN
4x4 P.T.POST SECURED WITH PORCH ADDITION
GALVANIZED METAL POST HOLDER
NEW WOOD STEPS TO CODE
10"dia. SONOTUBE
EASTELEVATION (REAR) 30"x 30"x 8"POURED CONCRETE EXISTING FOUNDATION DRAWING TITLE
FOOTER w/#5 REBAR IN EACH TO REMAIN FIRST & SECOND
DIRECTION. MINIMUM 3'-0" BELOW
SCALE: 1/4" = P-0" GRADE ON UNDISTURBED 501L
EXISTING EXCEPT AS NOTED
FLOOR PLAN
SECTION A
SCALE
SCALE: 1/4" = I'-0" u DECEMBER,ao23 1/4"
EXISTING EXCEPT AS NOTED
DRAWING NO.