HomeMy WebLinkAbout45716-Z 419, 1
Town of Southold 10/23/2021
0
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42468 Date: 10/23/2021
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 425 Private Rd#16,Orient
SCTM#: 473889 Sec/Block/Lot: 15.-8-32
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/11/2021 pursuant to which Building Permit No. 45716 dated 1/25/2021
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:
accessory garage with unfinished attic storage as applied for.
The certificate is issued to Duffe,Bryan&Rose,Marion
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45716 10/15/2021
PLUMBERS CERTIFICATION DATED .0 o
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�SUFFnt,��o TOWN OF SOUTHOLD
�o �$ BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o . 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#: 45716 Date: 1/25/2021
Permission is hereby granted to:
Duffe, Bryan & Rose, Marion
14 Sandra Dr
Dix Hills, NY 11746
To: construct an accessory garage as applied for.
At premises located at:
425 Private Rd #16, Orient _
SCTM #473889
Sec/Block/Lot# 15.-8-32
Pursuant to application dated 1/11/2021 and approved by the Building Inspector.
To expire on 7/27/2022.
Fees:
ACCESSORY $676.00
CO-ACCESSORY BUILDING $50.00
Total: $726.00
1
Building Inspector
OF SOV��®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® �� sean.devlin(D-town.southold.ny.us
Southold,NY 11971-0959 .c°
®l�C® I
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Bryan Duffe
Address: 425 Private Rd #16 City.Orient St- NY zip: 11957
Building Permit#: 45716 Section: 15 Block- $ Lot 32
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: BJ Electric License No: 2670ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service X
Commerical Outdoor X 1 st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceding Fixtures 2 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 6 4'LED Exit Fixtures 11 Pump
Other Equipment: 100A Sub Panel 30 Circuit/ 2 Used
Notes: Detached Garage
Inspector Signature: r Date: October 15, 2021
S Devlin-Cert Electrical Compliance Form
of so� _
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
` [ FOUNDATION 1ST 4-cG [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND- .L . ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[° ] FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANTZONSTRUCTION .`[ ] FIRERESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE '1-D INSPECTOR
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# * TOWN OF SOUTHOLD BUILDING DEPT.
p�y�OURIV,� 765-1802
INSPECTION .
[ ] FO NDATION 1ST [ ] ROUGH PL13G.
[ .] OUNDATION 2ND ' [ ] INSULATIOWCAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE 3 INSPECTOR
V(� �aOfSOpI�O
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL' BG.
[ ] FOUNDATION 2ND ' [ ] SULAAft
TION/C ULKING
[ ] FRAMING /STRAPPING [ ] FINAL -
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION
[ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE '10 INSPECTOR
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# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
" [ f FOUNDATION 1ST- [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND - ' [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE INSPECTOR
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INSULATION PER N.Y.
STATE ENERGY CODE
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ADDITIONAL COMMENTS
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o�gufFOt�O TOWN OF SOUTHOLD—BUILDING DEPARTMENT
g Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 haps://www.southoldtownny_.gov_
Date Received
APPLICATION FOR BUILDING P I
For Office Use Onlyqf
F j
PERMIT NO.
Building Inspector:
JA N 1 1 2021
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
-Date:
OWNER(S)OF PROPERTY:
Name:Bryan Duffe SCTM#1000-
Project Address:425 Little Bay Road (private rd 16), Orient 11957
Phone#:6316979528 Email:bryanduffe@gmail.com
Mailing Address:14 Sandra Drive, Dix Hills, NY 11746
CONTACT PERSON:
Name:Bryan Duffed
Mailing Address:14 Sandra Drive, Dix Hills, NY11746
Phone#:631-697-9528 Email:bryanduffe@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Robert Brown Architect
Mailing Address:205 Bay Ave, Greenport NY11944
Phone#:631-477-9752T
'CONTRACTOR INFORMATION:
Name: Bryan Duffe
Mailing Address:14 Sandra Drive
Phone#:631-697-9528 Email:bryanduffe@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION'; '
®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $75,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
Existing use of property:Home Intended use of property: home
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R80 this property? ❑Yes ®No IF YES, PROVIDE A COPY.
8 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.
Application Submitted By(print name):Bryan D uffe ❑Authorized Agent ®Owner
Signature of Applicant: Date: 1/11/2021
KEVIN VIVAS CAAMANO
STATE OF NEW YORK) Notary Public-State of New York
SS: No,01 VI 6387930
Suffolk Qualified in Suffolk County
COUNTY OF ) My Commission Expires Feb.25,2023
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract'/)/above named,
(S)he is the A/A 4 a W*/17-c.�
(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 cJ\ 20 c
-Nota
PROPERTY OWNER AUTHORIZATION
`BION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf-to the Town of-Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
u 40( BUILDING DEPARTMENT- Electric l'I' pec 1 3
��oGy� 2021
TOWN OF SOUTHOLD
CD =` Town Hall Annex - 54375 Main Road - PO
o • Southold, New York 11971-09 =- r I =�
'yfj O� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr _southoldtownny.gov •- seand(a)-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: e
Company Name:
Name:
License No.: ol.le email: 00 4e
Phone No: ry �request an email copy of Certificate of Compliance
Address.:
JOB SITE INFORMATION (All Information Required)
Name: r/
Address: OAA!�Z l (/9
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Cj Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) ;Z&1517W*ti gT, &f,
El[A) A
fly 60�-/Av 4rte- R—
Check All That Apply:
Is job ready for inspection?: YES ❑NO ❑Rough In final
Do you need a Temp Certificate?: OYES glq'O Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals ❑1 02 ❑H Frame❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
vl
Electrical Inspection Form 2020.xlsx ��
4�S�yffO(Kco BUILDING DEPARTMENT- Electrical 1 peck 2021
TOWN OF SOUTHOLD
C* Town Hall Annex - 54375 Main Road - PO @,Q V7,,q,
Southold, New York 1,1971-09 , X- ` F. T .•'>,
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(D_southoldtownny.gov — seand(a)_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: �' C
Company Name:
Name:
License No.: 9 l 7P/# email: -q3 ego 49 �¢ o•
Phone No: f,jV6p �request an email copy of Certificate of Compliance
Address.:
JOB SITE INFORMATION (All Information Required)
Name: Z b v
Address: / 0^J L6 ox,,ee l (191-17
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: �j Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
I-.I- TO o
Check All That Apply:
Is job ready for inspection?: YES ❑NO ❑Rough In U4nal
Do you need a Temp Certificate?: ❑YES g 11 0 Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020.xlsx CID
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's
U C Lts
Fans w Fridge HW k .
Exhaust Oven W/D
Smokes DW Mini
Carbon _;_ - Micro Generator
Combo , - , Co`oktop Transfer
AC AH Hood n ._ . ". . _. _. • - "Hood . . . - .•.- . .. . . . .._ .- �-• � Service �. .. . ... _.,,.,
Amps ` Have,I Used
Special:. - -.. .. `/ 12,(J
Comments s-
ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTES
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA FROM TABLE N I 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
I.THI5 PROJECT 15 THE NEW CONSTRUCTION OF A DETACHED GARAGE/ACCESSORY BUILDING ON AN GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCNY5 2020
IMPROVED LOT,ZONED AS R-80. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)BCNY5 2020
2.THE PROPOSED HEIGHT OF THE STRUCTURE AS DEFINED BY THE 13ULDING CODE of NEW YORK STATE SEISMIC DESIGN CATAGORY B (PER SECT. I G 13 BCNY5 2020
GLAZED BASEMENT SLAB CRAWL
202015 23'-G". WINTER DESIGN TEMP I I'F (PER TA13LEN1101.2) CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR
FLOOD ZONE N/A (PER FEMA MAP) FENESTRATIN WALL R-VALUE SPACE WALL
3.THE TYPE OF CONSTRUCTION IS TYPE V(B). ZONE U-FACTOR U-FACTOR R-VALUE WALL R-VALUE R-VALUE PI-VALUE
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK FK05T LINE DEPTH 3G' SHGC R-VALUE DEPTH R-VALUE
STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF 6 PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNY5 2020
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 40.35 0.55" 0.40 49 20 OR 13+5 8/ 13 19 10113 10, 2FT 10/ 13
5.DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1 G07.1 BCNY5 2020
LIVE LOAD:A5 PER TABLE 8301.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 PSI
DEAD LOAD:CALCULATED AS PER 8301.3 AS PER BCM5 2020. SLEEPING ROOMS 30 P51
SNOW LOAD:20 P51 GROUND 5NO LOAD(AS PER FIG.R301.2(5)BCNY5 2020. ATTICS WITH LIMITED STORAGE 20 P51
W
ATTICS WITHOUT STORAGE 10 P51
WIND EXPOSURE CATEGORY'C",FOR 130 MPH 3 SECOND GUST.
STAIRS 40 PSI
LOCATION LIVE DEAD DELECT LIMIT
I5T.FL. 40 LB. 12 U34;0
2ND.FL.(SLEEP AREA) 30 LB. 12 L/3GO NAILING SCHEDULE
ATTIC(NON STORAGE) 20 LB. 10 L/3GO (PER AF*PA AMERICAN WOOD COUNCIL WFCM FOR
ROOF 20 LB. 15 L/3GO ONE AND TWO FAMILY DWELLINGS 2015 5BC 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. RAFTER TO TOP PLATE(FOE-NAILED) 3 PER RAFTER
THERE ARE NO WARRANTIES,NOR ANY MERCHAHTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST N / o/ F N / o I F
OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP GERTRUDE REEVES ROBERT FITZGERALD
DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT 5HOWN,LISTED,OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END S 100 1 G' 20" E
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,ANC TOOLS NECESSARY TO WALL FRAMING
COMPLETE THE WORK. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-IGd PER FOOT 380.0'
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-IGCI JOIST EA.51DE - - - - - - - - - - - - - - - - - -
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS STUD TO STUD(FACE-NAILED) 2-IGd 24"O.C. EL. +9.7
AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES EL. +7.G
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-I Gd PER 2x4,2xG,2x8 RESPECTIVELY O
OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT I
DRAINAGE CALCULATIONS:
1.CONTRACTOR SHALL DEMOLISH WALL5,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING ( 15'- O"
PROPOSED
AS NECESSARY,AND REMOVE DEBRIS. JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4$ ZONE 1 : 1440 SF x 0. 17 = 244.8 CF
d PER JOIST DRYWELL77
2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(FOE-NAILED) 2-8d EACH END I PROVIDE (1) 1 O' DIA x 4'0"D DRYWELL (273.7 CF) 25`-0"
INSTALLATION OF NEW YORK. BLOCKING TO J015T(FOE-NAIL D) 2-8d EACH END
3.ALL NEW WORK SHALL MATCH AND MEET FLU5H TO EXISTING WORK AS CLOSELY AS P0551BLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-IGd EACH BLOCK I
OTHERWISE NOTED. LEDGE 5TRIP TO BEAM(FACE-NAILED) 3-IGd EACH J015T I
4. EXI5TING STRUCTURE AND INTERIOR-5 TO REMAIN SHALL BE PROTECTED A5 NECESSARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-W PER JOIST
DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-IGd PER JOIST
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAIIJ'_D) 2-lGd PER FOOT I -1 PROPOSED; I
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING GARAGE
AS NECESSARY. 5TRUCURAL PANELS 8d (FABLE 3.8)
DIAGONAL BOARD SHEATHING /• •'
FOUNDATIONS I NO OP I N8" 2-5d PER SUPPORT I I
1.A55UMED SOIL BEARING CAPACITY, 1,500 IbJ5q.Ft. I x 10'OR WIDER 3-8d PER SUPPORT
2.CONCRETE TO BE PLAIN,REINFORCED„3,000 p5,.-28 DAY TEST. I I
3.ALL NEW FOOTINGS TO REST ON UND15TURBED SOIL. CEILING SHEATHING
GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d coolem 7'EDGE/ 1 O"FIELD I 30'-0" I
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO WALL SHEATHING
ST
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBEERBOAR130A L PANEL 811 (TALL 3 9) I
RD PANELS I -
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. W
7/1 G" 861 3'EDGE/G'FIELD
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING.
3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3"EDGE/G"FIELD 0 _
4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10'FIELD - ( 0 -
A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) N / o/ F c') Lq �l L0
OR BETTER. PAUICAU30ARD PANELS 8d (TABLE 3.9) DAVID BRAWNER 'q- (V I I N
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. I"xG'OR 1 k � (V 24.0'8' 2-8d PER SUPPORT AND -
i
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. IN 10'OR WIDER 3-8d PER SUPPORT I'- SEPTIC TANK,
D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN,THICKNE5. I
z
E.ALL HEADERS 0-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER FLOOR SHEATHING 5'-0 Ni � EXISTING I �
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8"OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS 21.5' 30.5' c\j GARAGE
F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER 13CNY5 2020 1"OR LE55 8d G'EDGE/ 12"FIELD I
OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN I' I Od G"EDGE/G'FIELD
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DPAWING5. DIAGONAL BOARD SHEATHINGlT� b
H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I'xG'OR I'x8' 2-8d PER SUPPORT I EXISTING O EX15TING 2-STORY O
DRAWING. I'x I O'OR WIDER 3-8d PER SUPPORT O N FRAME HOUSE m
I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL LEECHING POOLS
CONNECTORS BY'51MP50N"OR APPROVED EQUAL.
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. 52.0'
ALL 2"x0 5TUD5 SHALL RECEIVE(5) 1 Od NAIL5 AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE I I 05 JANUARY,2021
GALVANIZED. SEE ATTACHED NAILING SCHEDULE. EXISTING COVERED PORCH Q
K.PLYWOOD SHEATHING TO BE NAILED Sd NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 12"
O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE.
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. Q
I
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE _ THESE PLANS ARE AN INSTRUMENT OF SERVICE
I
TYPE CONNECTORS BY'51MP5ON"OK APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 0 'G AND ARE THE PROPERTY OF THE ARCHITECT.
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RE515TANT AS
REQUIRED. �'e ( 0 INFRINGEMENTS WILL BE PROSECUTED
G.LOAD PATHS ARE INDICATED BY5ECTfON DRAWINGS. ---- I to 1- I 2021 ALL RIGHTS RESERVED
7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/4 f-A WCFM-1995.(5EE NAILING F" --
SCHEDULE)
8.PLASHING AT ALL WINDOW AND DOOR:OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED i
MEMBRANE. _ - I I EXI51"NG WELL
I
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. I
10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT j a
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND
CHIMNEY,AND ROOF AND WALLS. EL. +9.7 - - -
1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE
2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS CORNER - - - - - -N 100 1 G' 20" W - - _ _ _ _ _ _ _ EL.-+G.G Robert 1. Brown
GLA55 INSULATION.NAAMM STANDARD SI, 1 b-70. CLOSED-CELL 5MY-IN FOAM INSULATION(R-G.5 PER
INCH)BY ICYNENE OR APPROVED EQUAL 5HALL BE PROVIDED AS INDICATED ON DRAWINGS. h O LD DOWN 380.0' Architect, P.C.
12.NEW INTERIOR DOOR5 SHALL MATCH EV5TING.
13. NEW HARDWARE SHALL MATCH EXISTING.
14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO/5TM C3G,AND SHALL BE
ED
'5HEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 5TO N E 5 0.0' RIGHT OF WAY +�t' t
&O' ED f° �� � 1 n o B ry Ave. Greenport NY
1/2' i
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR �- _�.. ..__-_ .. ...._-___ LITTLE BAY ROAD Ll @ brownarchitect.com
U 0 t, 1n 631-477-9752
CORNERS SHALL HAVE METAL CORNER BEADS.
FINISHES Q ,�' �-_
SITE PLAN BASED ON SURVEY BY: r; BY:
1. NEW WOOD FLOORS TO BE SELECTED BY OWNER SANDED AND POLYURETHANE, - V
3COAT5. i '1 I" ANTHONY W. LEWANDOWSKI, LAND SURVEYOR ^IOTl, Y BUILDING DLF'P,RTt`�ENT AT
2. EXISTING WOOD FLooR5 SHALL BE SANDED AND REFINISHED. SCALE: I�" --- 1 ------- DATED: MAY 04, 1990 765-1802 8 ASA TO 4 PM FOR THE
3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN 5ET -t " 30'-0"
^
ADHESIVE. EXISTING EXCEPT AS NOTED FOLLOWING INSPECTIONS:
4.EXTERIOR PAINT SHAM BE LATEX ACRYLIC BY BENJAMIN MOORS OR APPROVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND SCTM: 1000-15-5-32 1, FOUNDATION - TWO REQUIRED UNLESS ACTING UNDER THE DIRECTION OF A
RECOMMENDATIONS. COLOR TO 13E SELECTED. AREA: 1 .55 ACRES (80,753 5F) FOR POURED CONCRETE LICENSED ARCHITECT,TO ALTER ANY ITEM ON
5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL
BE CLEANED AND REPAINTED. NEW WALI5 AND CEILINGS SHALL BE SEALED AND RIDGE CROSS SECTION END VIEW ZONED: R-80 2. FOUGH - FRAMING & PLU'`�RI ' THIS DRAWING IN ANYWAY. ANY AUTHORIZED
PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX 3. INSULATION ALTERATION MUST BE NOTED,SEALED,AND
PAINTED,COLOR TO BE SELECTED. DESCRIBED IN ACCORDANCE WITH THE LAW.
G. INTERIORTRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) LOT COVERAGE: 4. FINAL - CONSTRUCTION CRUST
COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS FAINT.
LOT AREA: 80,753 SF BE COMPLETE FOR C. •
HVAC
�__. EXISTING STRUCTURE: 1 ,5 17 SF
ALL CONSTRUCTION SHALL MEET THE
I.PROVIDE ALL LABOR MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES EXISTING GARAGE: 57G SF REQUIREMENTS OF THE CODES OF NEW EaED Aq0
AS E REQUIRED
PROVIDE A HVAC SYSTEM TO HEATANDA D THEOL 2E LIVING SPACES i' , EXISTING PORCH: 536 SF YORK STATE. NOT RE�PO'ISIBLE FOR � I.
AS REQUIRED O THE DRAWINGS AND REASONABLY
AND THE 2020 MECHANICAL S AO F
CODE of NEW YORK STATE,OR REA50W�BLY IMPLIED AS NECESSARY TO COMPLETE
TO WORK. i EXISTING TOTAL: 2,629 SF DESIGN OR CONSTRUCTION ERRORS. o
2.EXISTING BOILER TO REMAIN. 2,629 /80,753 = 3.25%
3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN. ,.
4.PROVIDE AIR-HANDLER5,DUCTWORK,AND CONTROLS A5 NECE5SARYTO
COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. -
5.PROVIDE HOT WATER RADIANT HEAT TUBING AS NECESSARY FOR HEATING IN ALL ' PROPOSED GARAGE: I ,440 SF
ZONES. \ /'- f j PROPOSED TOTAL: 4,OG9 5F COMPLY WITH ALL CODES OF � � 6
PLUMBING ° 4,OG9/80,753 = 5.04% 0 NEW
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NFI'N YORK STATE & TOWN CODES
NECE55ARYTO COMPLETE ALL NEW PLUMBING WORK REQUIRED BYTHE DRAWINGS I j
AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK5TATE,OR AS REOUIRED CONDITIONS OF
REASONABLY IMPLIED A5 NECESSARY TO COMPLETE THE WORK. r'
2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH
REGARDS TO WATER SAVING AND CONSERVATION. ALLFIXTURES SHALLBE ON THE CLIENT OWNER
3! =SOUTHOLD TOW A
APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"A5 PUBLISHED BY ---- /
THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. , %! SOUTH ONiN PLANNING BOARD
3. ALL WORK ON THE PLUMBING SYSTEM 5HALL 13E PERFORMED BYOR UNDER THE
SUPERVISION Of A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE SO OLDTOti'VNTRUSTEES DUFFS RESIDENCE
l
PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY TIE TOWN OF I �' 1
SOUTHOLD. �'�.DEC
4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,
CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LCCAL,STATE,AND
FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. _ 425 LITTLE BAY ROAD
ELECTRICAL FLOOR i ! ORIENT, NEW YORK n957
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,ANC SERVICES J015T {� j
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: -
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIPING,LIGHTING,
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO PROJECT TITLE
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES s
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND
AND 5PCIFICATION5 AND A5 NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND / PROPOSED GARAGE
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND ~g
ELECTRICAL DISTRIBUTION 5Y5TEM5.
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE 3
of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017(NEC),
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE ( ' °j r "
NATIONAL ELECTRICAL MANUFACTURER5p A550CIATION(NEMA)AND ANY OTHER
APFUCA13LE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT
REQUIREMENTS WILL APPLY. -
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS 11 /
LABORATORIES,INC.LABEL AND BR WH
E SUITABLE FOTHE ENVIRONMENT IN ICH THEY FLOOR DRAWING TITLE
WILL BE INSTALLED. J0I5T I
4.ALL WORK ON THE ELECTRICAL 5Y5TE.M SHALL BE PERFORMED BYOR UNDER THE T - j r
5UPEPV1510N OF A PROPERLY LICENSED MASTER ELECTRICIAN. y,
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERArT5,LICENSES / 4 n` n F:�!^ SITE PLAN
TATE AND FEDERAL AUTHORITIES �i' r` ;' E'.r I I',�.. V i v.1.'• ��1 L I-'t
r, „n. I-1 n _TEFtl Lu
ELI;",` ,, T TO GI
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AND INSPECTIONS AS REQUIRED BY THE LOCAL,5 4,
AND ANY OTHER APPUCA13LE JURISDICTION.
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES OF 7 L / ` I
11 I E T V yV N CODE:.
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL
SWITCH. UNE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS
ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH r
SLEEPING QUARTERS ARE LOCATED. -_ _ _! I
L
"= -- - 08 JANUARY,zozl SCALE
7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW 1 �.-L-i
YORK STATE,THE NEPA NATIONAL FIRE ALARM CODE NO.72-1993 5HALL BE UPLIFT CONNECTIONS
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEFING AREA,AND 1 =30-O
ON EACH FLOOR LEVEL. DRAWING NO.
CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND CON N E C T I O N 5 D E T A I L
BURGLAR ALARMS AS NECESSARY.
e
ISSUES/REVISIONS
30'-0"
(2)ANDERSEN 200 SERJES
8" POURED CONCRETE
244 DH 2840 FOUNDATION WAIL w/#5
WHITE INTMOR/EXTEMOR
(2)ANDERSEN 200 SERIES REBAR IN EACH DIRECTION,
CONTINUOUS. MINIMUM
WHITE
N 2840 3'-0' BELOW GRADE ON
WHIINTERIOR/EXTERIOR UNDISTURBED SOIL.
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NEW WOOD STAIR: NEW WOOD STAIR: I I N
RISE: 7Y2"
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OOH 2840 IN EACH DIRECTION L—I—-J I I i I I
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(� -' THESE FLANS ARE AN INSTRUMENT OF SERVICE
I
AND ARE THE PROPERTY OF TI 1E ARCHITECT.
_ m I 8" POURED CONCRETE 8" POURED CONCRETE I i I INFRINGEMENTS WILL BE PROSECUTED
V I FOUNDATION WALL w/#5 N FOUNDATION WALL w/#5
REBAR IN EACH DIRECTION, I
� I 0� REBAR IN EACH DIRECTION, I ' zozi ALL RIGHTS RESERVED
N CONTINUOUS. MINIMUM CONTINUOUS. MINIMUMI
M 3'-0" BELOW GRADE ON 3'-0' BELOW GRADE ON
Ou
1 I UNDISTURBED SOIL. UNDISTURBED SOIL.
ij
I I o , I I Robert I. Brown
L— g PROPOSED ATTIC STORAGE ( i i I Architect, P.C.
(2)ANDERSEN 200 SERIES I O 18 0'
in?o@ribrownarchitect.com 244 DH 2840 'z o I I I 5o@ribrownarchitect.com
Bax Ave. Greenport NY
WHITE INTERIOR✓EXTERIOR u- (1)ANDERSEN 200 SERIFS 1 I
O 244 DH 2840 I I 4" HAUNCHED POURED CONCRETE N 1 I 631'477-975
N WHITE INTERIOR/EXTERIOR I SLAB w/GxG W.W.M.
nI 1 I OTINGS AND NTINUOUS POUR B TO BE �0 4" I " 14.
CONTINUOUS
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
!� UNDERUNLESS ACTING
r _ _ _ _ _ _ _ _ I I I LICENSED ARC 1 TECT,TO ALTER R ANYITEM FON
in Q N I I I I I THIS DRAWING IN ANYWAY. ANY AUTHORIZED
O 1 ALTERATION MUST BE NOTED,SEALED,AND
__ J I I N I I I DESCRIBED IN ACCORDANCE WITH THE LAW.
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NEW EXTERIOR DOOR I 9'-0" OVERHEAD GARAGE DOOR I 19'-0" OVERHEAD GARAGE DOOR
N
I I I I I I I :• I $ �
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I NEW
(2) 2x 12 HEADER (2) 2x 12 HEADER LL-
(2)
(2)ANDERSEN 200 SERIES
244 DH 2840 8" POURED CONCRETE CLIENT/OWNER
01 4'-O" 4'-O" 9'-0" 4'-0" 01 WHITE INTERIOR/DCTERIOR FOUNDATION WALL w/#5REBAR IN EACH DIRECTION, DUFFE RESIDENCE
30'-0" CONTINUOUS. MINIMUM 3'-0" BELOW GRADE ON
UNDISTURBED SOIL.
425 LITTLE BAY S iC O N D F LOOK PLAN ORIENT, NEW YOR�u957
GARAGE FLOOK PLAN 5Cp: 1/4" FOUNDATION PLAN
SCALE: 1/4" P-0-' SCALE: 114" = 1'-0"
PROJECT TITLE
PROPOSED GARAGE
DRAWING TITLE
FLOOR PLANS
SCALE
o8 JANUARY,20221
DRAWING NO.
r
ISSUES/REVISIONS
12 12
10 v 10
ASPHALT SHINGLE ROOFING
(2)ANDERSEN 200 SERIES
244 DH 2840
WHITE INTERIOR/EXTERIOR N
SIDING TO MATCH EXISTING
STRUCTURE
SIDING TO MATCH EXISTING
STRUCTURE
9'-0"OVERHEAD GARAGE DOOR 9'-0"OVERHEAD GARAGE DOOR 1E]u
(1)ANDERSEN 200 SERIES (1)ANDERSEN 200 SERIES
244 DH 2840 244 DH 2840
WHITE INTERIOR/EXTERIOR WHITE INTERIOR/EXTERIOR
'WEST ELEVATION (FRONT) SOUTH ELEVATION (SIDE) 05 JANUARY,2021
SCALE: 114" = P-0" SCALE: 114" = 1'-0'
THESE PIANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
2021 ALL RIGHTS RESERVED
Robert I. Brown
lop' 10
12 12 Architect, P.C.
�
20 Bax Ave. Greenport NY
2x6 COLLAR TIES 48"O.C. NO INSULATION x ION @ I "O.C. info@ribrownarchitect.com
CD-X RATED @
VAPOR BARRIER PLYWOOD SHEATHING ASPHALT SHINGLE ROOFING 631-C7-9752
3 477-975Z
ASPHALT SHINGLE ROOFING
co IT IS A VIOLATION OF TtIE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OFA
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
(2) 13/4"x I I /8" 2.0E MICROLLAM LVL ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
GIRDER FLUSH WITH FLOOR
2x 12 FLOOR JOIST @ I G" 2x 12 FLOOR JOIST @ I G"
I x8 AZEK TRIMBOARD �AED ArR?
SI.e T
(2) 2x8 HEADER(TYP.)
NEW WOOD STAIR: 2X4 EXTERIOR CONSTRUCTION
RISE: 7 3/4 NO INSULATION
RUN: 10" CD-X RATED PLYWOOD SHEATHING
ANDERSEN 200 SERIES 36" HANDRAIL TO VAPOR BARRIER
4A yOQ�
244 DH 2840 CODE(TYP.) o SIDING TO MATCH EXISTING STRUCTURE Ew
WHITE INTERIOR/EXTERIOR
3Y"STEEL COLUMN LI
(2)ANDERSEN 200 SERIES (2)ANDERSEN 200 SERIES (2)ANDERSEN 200 SERIES 2868 CLIENT/OWNER
Y2'ANCHOR BOLTS 10" INTO POURED 244 DH 2840 244 DH 2840 244 DH 2840
CONCRETE @ 3G" O.C. MAXIMUM w/ WHITE INTERIOR/EXTERIOR WHITE INTERIOR/EXTERIOR WHITE INTERIOR/EXTERIOR DUFFE RESIDENCE
MINIMUM I BOLT WITHIN 12"OF
S B LEVEL WITH GRADE = CORNER OF FOUNDATION WALL(TYP.)
Ll 4" HAUNCHED POURED 8" POURED CONCRETE
CONCRETE SLAB w/Gx6 FOUNDATION WAIL w/#5 425 LITTLE BAY ROAD
m 3G"x 3G'x 1 2" POURED W.W.M. CONTIREBARNUOUS
IN EACH DIRECTION, ORIENT, NEW YORK 11957
• • • CONCRETE PAD w/#5 REBAR CONTINUOUS NORTH ELEVATION (
IN EACH DIRECTION
8"x I G" POURED CONCRETE 8"x I G" POURED CONCRETE SCALE: 1/4" = P-0"
FOOTING w/(3)#5 REBAR FOOTING w/(3)#5 REBAR PROJECT TITLE
CONTINUOUS. MINIMUM CONTINUOUS. MINIMUM PROPOSED GARAGE
3'-0" BELOW GRADE ON 3'-0" BELOW GRADE ON
UNDISTURBED SOIL. UNDISTURBED SOIL.
DRAWING TITLE
��ECTI O N A FLOOR PLANS
SCALE: 1/4" = 1'-O"
SCALE
o8 JANUARY,zoai
DRAWING NO.