HomeMy WebLinkAbout51592-Z ho�aoF souryo`o Town of Southold
* * P.O. Box 1179
lk �0 53095 Main Rd
��*OUNr.a4 Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46621 Date: 10/24/2025
THIS CERTIFIES that the building ACCESSORY ADDITIONS/ALTERATIONS
Location of Property: 340 Summit Rd Southold,NY 1197.1
Sec/Block/Lot: 78.-9-27
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/03/2024
Pursuant to which Building Permit No. 51592 and dated: 01/28/2025
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:
Covered patio addition to an existing accessory garage as applied for.
The certificate is issued to: James Arvotti
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL-
ELECTRICAL CERTIFICATE: 113508 10/14/2025
PLUMBERS CERTIFICATION:
tho ze S gnature
ho�*ofsau,,yo`o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
b
��`��ournr'atiz' 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#: 51592 Date: 01/28/2025
Permission is hereby granted to:
James E Arvotti
33 Miller PI
Levittown, NY 11756
To:
Construct a covered patio addition to an existing accessory garage as applied for.
Premises Located at:
340 Summit Rd, Southold, NY 11971
SCTM#78.-9-27
Pursuant to application dated 12/03/2024 and approved by the Building Inspector.
To expire on 01/28/2027.
Contractors:
Required Inspections:
Fees:
Accessory-Addition/Alteration $238.50
CO Accessory Structure $100.00
Total $338.50
Building Inspector
77
NASSAU ELECTRICAL
I.1 Lji'sUFF0LK INSPECTORS
OCT 2 1l
d 159 Route 25A, Building 1 Suite B
Miller Place,NY 11764
rjo,;i'. mg oe—pa�y�(Tg�'irphone:631 495 8136 • Fax:631 509 4538 • E-Mail:Requests@SuffolkBEI.com
E. 'v.,fla dtAtIFICATE OF ELECTRICAL COMPLIANCE
Applicant: Peconic Power Systems Certificate No.: 113508
Rough In Inspection Date: Final Inspection Date: Oct 14,2025
Application No.: Building Permit No.: 51592
County Tax Map No.:
This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described
below,installed on behalf of the applicant named above,located at the premise of and not after the final inspection date above:
Owner: Jim Arvottis
Site Location: 340 Summit Drive,Southold,NY 11971
Owner's Address(if different):
®Residential 12 Indoor ❑Basement ❑Service ❑Shed
❑Commercial 0 Outdoor ❑First Floor ❑Pool ❑Hottub
❑New ❑Renovation ❑Second Floor ❑Attic ❑Garage
❑Addition ®Survey ❑PV Solar ❑Generator ❑Conversion
❑Signs ❑Battery Storage ❑Safety Inspection Other:
INVENTORY
Single Phase Heat Duplex Recpt Ceiling Fixture 0 Dual Func Breaker
5 Three Phase Hot Water GFCI Recpt 0 Wall Fixture 0 Smoke
Main Panel AC Cond 0 Single Recpt 0 Recessed Fixture ® CO Detect
Sub Panel AC Blower Range Recpt LED Lighting Smoke CO Combo
Transformer Appliance Ckt Dryer Recpt 0 Emergency 0 Time Clock 0
Disconnect Switches 0 Twist Lock 0 Exit Fixtures Pumps
GFCI Breaker Heat Pump Electric Heat 0 Pool Luminaire 0 Exhaust Fan
Other Equipment:
The electrical work and/or equipment described above were inspected and appear to be in compliance with local,state
and national electrical code requirements and this office.
Applicant: Peconic Power Systems License No.: ME-45056
Date Printed: Oct 14,2025
Inspected By: Joe Coppola
Signature: i�'y
Of SO(/jh��
'* # TOWN OF SOUTHOLD BUILDING DEPT.
`yQoKr+, 631-765-1802
INSPECTION
[ FOUNDATION 1ST/ REBAR ' [ ] ROUGH PLBG.
[ ]- FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
V
DATE ANSPECTOR
Of 50U1�°�
# # TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
<1VI-VOOINSPECT[ON
[ ] FOUNDATION 1ST/ REBAR [ ]- ROUGH PLBG.
[ ] FOUNDATION 2ND [. . ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMARKS: �c' 4\01
DATE — INSPECTOR INSPECTOR
Lr`
M
• R /Q ti ��f(
♦,may
ff
\\\
a
Y
Y
-- memo
rt '
:� I. 1. r� { 'i✓�fi"� .: ..>— .; _-
+�$,����.� � ��.?''��,� � +ice -�•
--rL - F \
SUM �•� tit + ;..
Or
t-
op
40
f.
s
l
*RN "0"1
orNvii
p
J __ _ .� � /� .1�``� _ �:'1 ✓. 4-'`fit{� � � ��� ....
� k:�1 8 �' "..Y � .,.'�� � � j r�F{,� P'C.S,nW i�}" �Y.C� 1.( � 4 �S �`� � `S -�. 'r J __Fj�• �� -�,�
K 1. �' . .��.�'�+1+�. ;y�'` 7'--r� � �'kr''`�`'•�i .'}. T�'i x�t �`�'�^� x x rl'ti�• r �1��. i� `�
',1' `j"f•�� �� •�?�i` n; n � apt*'� � ' �.� Rb' �,r'< ."�'� Vt47 r �* ? 'i1�.�", _ �k tt ��
i.Cr'`+L $ r RmWf c E Y s• ^ A 3 .k t e_�.
t "._/ ,f4Y '� i .ti Y .e` `� v ,'"•M' il.t' t!i 5.�.rj Zi
S
1 .. �,b ! 4
�' •< ��'�'�^� t' /� ' �"�' �t �� � :j`� F���� �: r{i�`.��rk� �., {rsc'�,.s` :;t">
F �-SC„n �.�t-�.,�r ` � -J4r .k L 1.��.+� � r 1. t YC 1 •.�f'Ja...y{000�iii � � xrL'��"r a`Y''. ,.l'
�-�'.,-: \ '-�� -•f t� /` �1. ♦ -�;2��••�'rW, k � �"'�• "�" <r�' •( ny �'{74 t��'' --���� �Y�1�`'
s ��� �.yv:•r ���\ �� 3f.��y .,�•� �.. *y.G\r r�.IY .�' ,�?p.� ,�,t. <\� t�'-'dirt_ t. _'ly �?/.. `��-'�'b �'� �� i.�
• 1� s / lSAn a.'�.-/d4E6. , fY�F. r y , ` d��� I' '.S\.. `y' �- r•`1
i s:�o-ti i�•9� '�:�<iKr,+te •t► �, V,t'l.,►�'���1 '�'�'�.a.,;s � ,k � .� ;: �§�� '�``!'Y:ti, .,� �'�ir��,j�k�,,�,°�'
�• +t.
{
Oil��j
re _
r.
�1
i
A#�Jly �-��•¢�f+ t ,',Ix � t• t .w•.:� 4w.�
� i�:f � .r ti " ... ��`� a•�. e �-- may.
,`. �r � ..x� __ •• -` y.y `4, .h4�4 , i ff�i �..` � ' at 4� r:11:,r « ,� .,• � 1 // .';
^ V
_ . -. tip..::. �•'- - __' �- � �-�� .r �. v' ^�,.,,'r ••
1110
40
woo
IF I
t .
Y 4
��rR ra
f
t "
� �t `mot � ��� ;• 1� ;. . > �. >a
6
�.
Vol
r'
y --,6w-W; l
All
I •' � Y ice.. ��✓ >��.Y.:A'� ��lv' �r.. �'i 9�..�.
+LELD INSPECTION REPORT DATE COMMENTS
ro
OUNDATION (1ST)
-- ---
--------------------------------------
FOUNDATION (2ND) 2 ,7!
OD
- Q
H
ROUGH FRAMING& - C
PLUMBING
33
INSULATION PER N. Y.
STATE ENERGY CODE
Gzw I .a —----
�¢e.11
FINAL - - -
ADDITIONAL COMMENTS
�s
��
Jam' Z'2�- s. Y� c. 2 r� o - -------- _ o
�S�
Uff04X
Q9 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
"pyo Telephone (631) 765-1802 Fax(631) 765-9502 https://www.sotitlioldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
x ,
For Office Use Only
PERMIT NO. Building Inspector: DEC — 3 2024 -
AppllcaUons and forms must be flled out'In their entirety Incomplete 2
` be�ac- WehaPp e'l� lieant is not;the owner an h t il:riotIIaiosF h
O,wner's Authorization form(Page 2)shall be„completed
Date:27 NOVEMBER 2024
- NER(S)OF PROPERTY
Name: JAMES ARVOTTI SCTM#1000- 78 - 9 - 27
Project Address: 340 SUMMIT ROAD SOUTHOLD, NY 11971
Phone#: Email: JARVOTTI al@AOL.COM
Mailing Address: 33 MILLER PLACE LEVITTOWN, NY 11756
. x
CONTACT PERSON a T
Name: ROBERT I. BROWN ARCHITECT P.C. & AGENTS
Mailing Address: 205 BAY AVE GREENPORT, NY 1944
Phone#: 631-477-9752 Email: INFO@RIBROWNARCHITECT.COM
DESIGN PROFESSIONAL INFORMATIQN $
Name: SAME AS CONTACT
Mailing Address:
Phone#: Email:
=CONTRACTOR INFORMATIONtif
Name: PETER TORKELSEN
Mailing Address:
Phone#: 516-807-2265 Email: PETER.TORKELSEN@GMAIL.COM
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther COVERED PORCH $ 42,000
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo
1
" - , PROPERTY�INFORIVIATION?�
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 �No IF YES, PROVIDE A COPY.
❑theck'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 MADEAo the-Building Department for,the,lssuanc&of.a Building Permit pursuant to":the Building zone
;Ordinance of the Town',of Southold;Suffolk,County",,New Yorkand other applicable"Laws,Ordinances or Regulations,,for.the`construction of buildings;�.
additions,'alterationsvcfor re novafor demolition as herein'd'escrib' The°'applicant agrees to'compiy with all applicable Iaws,'ordlnances,building toile,
housing code and regulations and to admit authorized inspectors on premises and in 6uilding(s)for necessary inspections.False statements made herein
punishable as Class Amisdeineanor pursuant to Section 210.45 of the New York State Penal Law.'
Application Submitted By(print name): RY N S OR BAuthorized Agent ❑Owner
Signature of Applicant: Date: 1-5. 6� 2.o2
STATE OF NEW YORK)
SS:
COUNTY OF `JSIh-F fb _ )
RYAN S I DOR being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)heisthe ROBERT I. BROWN ARCHITECT P.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„ g' f mb`P IZ ,20 2`t A.A0KW
1\101ry Public
TPACEY L. DWYER
C'TARY PUBLIC,STATE OF NEW YORE
PROPERTY OWNER AUTHORIZATIONN " NO.oiDW68069CT)
(Where the applicant is not the owner) 'FIED IN SI F FOLK C01,1"4'Y
COMM AcV0N F.:CFl9i=.,^-„!f:`NE:30,liv-60
JAM ES ARVOTTI residing at 340 SUMMIT ROAD
SOUTHOLD, NY ROBERT I. BROWN ARCHITECT P.C.
do hereby authorize to apply on
my behalf t the Town of Southold Building Department for approval as described herein.)
�wne s Signature Date
Print Owner's Name
2
�000
ti ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTES
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA
1.THIS PROJECT 15 THE INTERIOR AND EXTERIOR RENOVATION OF A ONE 5TORY:5INGLE FAMILY GROUND SNOW LOAD 20 P5F (PER FIG. I GO8.2 BCNY5 2020
RESIDENCE,ZONED AS RO (UNDERSIZED). WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1 1)BCNYS 2020 FROM TABLE N 1 10 2 . 1 . 2 (R40 2 . 1 . 2) I N 5 U LAT I O N AND F E N E5T RAT 1 O N RE Q U 1 RE M E NT5 BY COMPONENT APPROVED AS NOTED
2.THE EXISTING HEIGHT OFF THE STRUCTURE AS DEFINED BY THE BUILDING CODE 13I G 13 of NEW YORK STATE SEISMIC DESIGN CATAGORY (PER SECT. G 13 BCNYS 2020
2020 15 1 G'-10".THE HEIGHT OF THE PROPOSED RENOVATION 15 2U-8". WINTER DE51GN TEMP I I"F (PER TABLE N 1 101.2)
3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FLOOD ZONE WA (PER FEMA MAP)
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING(CODE of NEW YORK FROST LINE DEPTH 3G"
STATE 2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF 4 PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNY5 2020 GLAZED BASEM ENT SLAB DATE: 1-aS as B.P.it
DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR CRAWL Fh33'? 5_D BY
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. PER TABLE 1 G07.1 BCNY5 2020 FEN ESTRATI N WALL R-VALUE � SPACE WALL
5. SIGN LOP ALCUL RON PE BASED
NG CODE of NEW YORK STATE 2020. ZONE U-FACTOR U-FACTOR R-VALUE WALL R-VALUE R-VALUE R-VALUE NOTIFY BUILDING DEPARTMENT AT
LIVE AS ROOMS OTHER THAN SLEEPING 40 P51 S H GC R-VALUE DEPTH K-VALUE
DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNYS 2020. SLEEPING ROOMS 30 PSI
ATTICS WITH LIMITED STORAGE 20 F'SI 631-765-1802 8AM TO 4PM FOR THE
SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER.FIG.R301.2(5)BCNY5 202(0.
ATTICS WITHOUT STORAGE 10 P51 FOLLOWING INSPECTIONS:
WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 5`-COND 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
N-TWO REQUIRED
LOCATION LIVE DEAD DELECT LIMIT
I ST.FL. 40 LB. 12 LJ3GO FOR POURED CONCRETE
2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO NAILING SCHEDULE
ROUGH-FRAMING&PLUMBING
ATTIC(NON STORAGE) 20 LB. 10 U3G0 (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR
ROOF 20 LB. 15 U3G0 ONE AND TWO FAMILY DWELLINGS 2015 58C HIGH WIND EDITION) INSULATION
G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEAIN5,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING FINAL-CONSTRUCTION MUST
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS ANJD PROGRAMS IN ROOF FRAMING
BE COMPLETE FOR C.O.
CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER J015T ALL CONSTRUCTION SHALL MEET THE
OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
7.CONTRACTOR TO VERIPY ALL DIMENSIONS BEFORE STARTING CON5TRUCTION4.DO NOT SCALE CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP REQUIREMENTS OF THE CODES OF NEW
DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE YORK STATE. NOT RESPONSIBLE FOR
8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT'SHOWN,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 DESIGN OR CONSTRUCTION ERRORS
NOTED.CONTRACTOR SHALL FUPNI5H ALL LABOR,SCAFFOLDING,AND TOOLS NFECESSARY TO WALL FRAMING
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT
COMPLETE THE WORK.
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.SIDE
STUD TO STUD(FACE-NAILED) 2-1 Gd 24'0.C.
AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES
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,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY _ COMPLY WITH ALL CODES OF
OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-I Gd PER FOOT NEW YORK STATE&TOWN CODES
1. CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS FLOOR FRAMING
AND AS NECESSARY,AND REMOVE ALL DEBRIS. JOINT TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T S REQUIRED AND�CRTON �T 0
AIONS
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OF BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END SOUTHOID I0Vr� BA
DI
INSTALLATION OF NEW WORK.AS NECESSARY. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END I� '(�
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) 3-1 Cd EACH BLOCK SOUTHOLDTOM PLANNING BOARD
OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST I M
4. EXISTING STRUCTURE AND INTERJORS TO REMAIN SHALL BE PROTECTED AS INECE55APY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T SOUTHOLD70121 TRUSTEES
DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-1 Gd PER JOINT c
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NIOTIFY ALL UTILITIES AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT N"Y,S,DEC
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR:CAPPING OF EQUIPMENT ROOF SHEATHING
AS NECESSARY. STRUCURAL PANELS 861 (TABLE 3.8) SOUTHOLD NP
DIAGONAL BOARD SHEATHING SCHD
FOUNDATIONS I"x6"OF 1"x8" 2-8d PER SUPPORT VFI
1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./Sq,.Ft. 1"x I O"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 F--+
I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO WALL LL SH 5H L EATHING PANEL 8d (TABLE 3.9) RETAIN STORM WATER RUNOFF
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPEICIFIED HEREIN,OR FIBERBOARD PANELS
REASONABLY IMPLIED A5 NECESSARY COMPLETE THE WORK. 7/1 G" 8d 3"EDGE/G'FIELD ►-'� PURSUANT TO CHAPTER 236
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING.
OF THE TOWN CODE
3.INTERIOR TRIM SHALL MATCH EXISTING. 5/ d "ED E/ FIELD
4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d cooler-, 7-EDGE/ 10'FIELD
A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9)
OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9)
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND`,SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIP.EMENT5 AND 5PECCIFICATION5. I NG"OR I"x8" 2-8d PER SUPPORT 0
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATTED. IN 10"OR WIDER 3-8d PER SUPPORT ^
D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1.33/4"MIN.THICKNES. In
J
E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRI.IGHT5,9'-O"AND OVER FLOOR SHEATH I NG
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8'OR AS SHONNN ON DRAWING. 5TRUCURAL PANELS
F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEALM5 AS PER 13CNY5 2020 1"OR LE55 8d G"EDGE/ 12"FIELD
OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN R(OOF. GREATER THAN I' 1061 G"EDGE/G"FIELD
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR/AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING
H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITTION5 OR AS NOTED ON I"XG"OR I'x8" 2-8d PER SUPPORT r,
DRAWING. IN I(7 OR WIDER 3-8d PER SUPPORT w
I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL
CONNECTORS BY"SIMP50N"OR APPROVED EQUAL,
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK 5TATfE 2020 AS A MINIMUM.
ALL 2"x0 STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE
GALVANIZED. SEE ATTACHED NAILING SCHEDULE.
K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAIL5 @ 12.
O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. MAP LINE
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. r/1
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITHL GALVANIZED HURRICANE
TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS.
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON G;A5,IMPACT RE515TANT AS
REQUIRED. THESE PLANS ARE AN INSTRUMENT OF SERVICE
G.LOAD PATHS ARE INDICATED BY SECTION DP.AWINGS. AREA SHOWN AS RESERVED ON FILE MAP AND ARE THE PROPERTY OF THE ARCHITECT.
7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/4 PA WCFM-1995.(SEE NAILING III( INFRINGEMENTS WILL BE PROSECUTED
SCHEDULE) III SUMMIT (50 ) ROAD
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHAM BE EPDM OR APPROVED RUBBERIZED - �.�-, '�'
MEMBRANE. II 2o24 ALL RIGHTS RESERVED
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALLL BE ALUMINUM. I
10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERZTICAL SURFACES,EXCEPT i I
STEP FLASHING AND COUNTER-AND CAP-FLASHING.SHALL BE USED AT INTER5FfCTION OP ROOF AND F/ f�CHIMNEY,AND ROOF AND WALLS. ' S 64"54'30" E 96.86' IPF
1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE[DRAWINGS AND SHALL BE CORNER U�#7 14.34
2-1/2 lb. DENSITY FIBER-GLASS BATTS CONFOFMI14G TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS FD
GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOMM INSULATION(R-G.5 PER
INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON(DRAWINGS. HOLDDOWN MAP LINE IRON PIN s'51DEYARD SETBACK
Robert I Brown
12.NEW INTERIOR DOORS SHALL MATCH EXISTING. GUY 0 $A------- _
13. NEW HARDWARE SHALL MATCH EXISTING. 20.2' � (� r {- {- •
14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G, AND SHALL BE Al C�i l�C l� P°C°
"5HELTROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE
I/2" -_ O
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKL ED THREE:(3)COATS.ALL EXTERIOR LO
CORNERS SHALL HAVE METAL CORNER BEADS. i' _ EXISTING GARAGE
CONC. DRIVEWAY TO REMAIN I 20� Bay Ave. Greenport NY
FINISHES j - \. f - I info@ribrownarchitect.com
1. NEW CTURE S I FLOOR PAVERS TO BE SELECTED BY OWNER AND INSTALLED(USING � \ I I L _ �7�7_ 7
MANUFACTURERS INSTRUCTION. // JI V31 4// 9/52'
2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY 13DIJAMIN MOORE OR APPROVED EQUAL,APPLIED
IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATI(ON5. COLOR TO
BE SELECTED.
- .,�„, -- PROPOSED '
£' 27 COVERED PATIO
HVAC 24.2'
I.NO HVAC WORK TO BE PROPOSED I m IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
RIDGE CROSS SECTION END VIEW LOT 29 3 IN UNLESS ACTING UNDER THE DIRECTION OFA
PLUMBING EXISTING o 19 LICENSED ARCHITECT,TO ALTER ANY ITEM ON
1.NO PLUMBING WORK TO BE PROPOSED BN,SED ON SURVEY BY: � 1 STY. FIR "? o -
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
KENNETH M. WOYCHUK L.S. N DWELLING N U I ALTERATION MUST BE NOTED,SEALED,AND
ELECTRICAL #340 I" DESCRIBED IN ACCORDANCE WITH THE LAW.
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES LAND SURVEYING AND DE51GN
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL MEW
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: BELCO ...
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,UGHTIING, DATED: 28 OCTOBER 2007 W - 24•2' DOOR I
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONJS TO ZONE I -D APC
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICE53
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AMID I �� S# ✓y +� .
SGTM: 1000-78-9-27 o I ��
AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT ANIID � j
INCLUDING CONNECTIONS TO PREVIOUSLY IN5TAW_T TRANSFORMERS AND I � ZONE: R-40
z:
ELECTRICAL DISTRIBUTION SYSTEMS. l(� j
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING(CODE AR'.1 A: 9,557.3 SF (.22 ACRES) I O Mr
of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NE(C), ' C I Cq
LOCAL UTILITY STANDARDS,OCCUPATIONAL 5AFE`(AND HEALTH CAT(OSHA),17HE In I
NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER LO)T COVERAGE
APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT / LO)T AREA: 9,557.3 5F r� LOT 30 I Loft
REQUIREMENTS WILL APPLY. _ H I "
Cq
LABORATORIES,INC.LABEL AND BE SUITABLE OR THE 3.ALL PRODUCTS USED FOP ELECTRICAL WORK ALLENV RONMENTT IN WHICEAR.THE UNDERTERH�THEY EX(ISTI NG HOUSE: G8G SF
t'F
WILL BE INSTALLED. EXII5TING GARAGE: 380 5F IRON
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER'THE 3 PR:OPOSED PATIO: 227 SF SET
PIN ST1C SIT
SUPERVISION OF A PROPERLY LICENSED MASTER E-ECTRICIAN. o;
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,UCFNI5E5 ='
Ni
AND INSPECTIONS AS REQUIRED BY THE LOCAL,SPATE,AND FEDERAL AUTHORITIES, TOTAL FOOTPRINT: 1 293 5F LOT 29A N 650U9'20" W 97.24� CLIENT OWNER
AND ANY OTHER APPLICABLE JURISDICTION.
C.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES
SHALL . CONNECTED TO THELIGHTINGCIRCUITS1MTHNOINTERVENINGWALL 12:93 / 9,557.3 = 13.5% ARVOTTI
SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS
ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLLEVEL`D ON EACH LEVEL ON WHICH ,ALLLOWED COVERAGE: 20% LOT 30A
SLEEPING QUARTERS ARE LOCATED.
ET J
7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW FLOOR IM
YORK STATE,THE NFPA NATIONAL FIRE ALARM COCE NO.72-1993 SHALL BE
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA, AND JOIST p
ON EACH FLOOR LEVEL. - 5 I TE PLAN A\N DRAINAGE CALCULATIONS: 340 SUMMIT ROAD
CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE:AND �- SOUTHOLD, NY ilg7i
BURGLAR ALARMS ASNECESSARY. � '� ZONE 1 : 227 SF x 0. 17 = 38.G CF
SCALE: 1" = 20' PROVIDE (1) 4' DIA x 4'-G"D DKYWELL (39.3 CF)
EXISTING EXCEPT A5 NOTED PROJECT TITLE
3 ADDITION AND
r RENOVATION
FLOOR
JOIST -
DRAWING TITLE
GENERAL NOTES
SITE PLAN
UPLIFT CONNECTIONS
SCALE
CON N E C T I O N 5 D ETA I L 26 NOVEMBER,zoo
DRAWING NO.
Al
0.,
- _ I
I
ISSUES/REVISIONS
REPAIR AND PATCH EXISTING REMOVE EXISTING ROOFING AS NECESSARY 2x8 RAFTERS @ I G"O.C.
CD-X RATED PLYWOOD SHEATHING
SHINGLES AS NECESSARY REPAIR AND PATCH ROOFING VAPOR BARRIER
NEW 2x 10 FLAT NAILERS ASPHALT SHINGLE SIDING TO MATCH EXISTING
12
.5 12
ASPHALT SHINGLE ROOF TO 8 1 x8 AZEK TKIMBOARD
MATCH EXISTING GARAGE ` I xG AZEK TRIMBOARD
i
EXPOSED 3x8 COLLAR TIES I
NEW SOFFIT AND TRIM TO N, @ 48"O.C., DRESSED
BE LEVEL WITH EXISTING EXISTING 2x4 COLIAKTIES @ 48"
NEW GUTTERS TO MATCH EXISTING REMOVE EXISTING SOFFIT
NEW 2x4 STUD WALL =I I
EXISTING WINDOWS i SIDING TO MATCH EXISTING
TO REMAIN
10"SQUARE EXISTING GARAGE TO REMAIN N
COLUMN o I 10"SQUARE
p COLUMN
I i I
BLUESTONE PAVERS
BLUESTONE PAVERS
" POURED CONCRETE PAD t
EXISTING GARAGE TO REMAIN 4
w/GxG W.W.M. OE
W.W.M.URED CONCRETE PAD EXISTING FOUNDATION AND w/4" P PO W.W.M. 0 8" POURED CONCR�
SLAB TO REMAIN i FOUNDATION WALL w/#5
----------------------------------- —T� "� REBAR CONTINUOUS
IKO NT ELEVATION (WEST) _____________________________________i_ • • • 8"x I G" POURED CONCRETE
SCALE: I/4" = I'-O° ANCHOR TO EXISTING FOOTING w/#5 REBARCONTINUOUS. MINIMUM
EXISTING EXCEPT AS NOTED FOUNDATION 3'-0" BELOW GRADE ON
UNDISTURBED SOIL.
SECTION A
SCALE: 1/4" = P-0"
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
2o24 ALL RIGHTS RESERVED
Robert I. Brown
Architect, P.C.
ao5 Bay Ave. Greenport NY
info@ribrownarchitect.com
631-477-9752
EXISTING GARAGE EXISTING GARAGE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
2x 10 RIDGE BEAM UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
N THIS DRAWING IN ANYWAY. ANY AUTHORIZED
SHEATHING
ALTERATION MUST BE NOTED,SEALED,AND
CD-X RATED PLYWOOD S
2x8 RAFTERS I G"O.G. 1 2 DESCRIBED IN ACCORDANCE WITH THE LAW.
G�
VAPOR BARRIER !1
ASPHALT SHINGLE SIDING TO MATCH EXISTING �—~-•..,�
EXISTING FOUNDATION TO REMAIN I �C�
I 'K : L1KFtI,z ,,�
IES
48 O.C., D O MESSED
ANCCHOR TO EXISTING ANCHOR TO EXISTING EXISTING WIN OW5 EXISTING WIND W5 NEW SOFFIT AND TRIM TO " � . .
FOUNDATION FOUNDATION T REMAI TO AIN BE LEVEL WITH EXISTING -- @ — 1 ,
4-0" 4-O M - '
8 TONGUE t G
LVL FLUSH BEAM
2'-0" 2'-0" 2,
lo
I I I I I lu LU IT
I rr, I I I 10"SQUARE
3 3 COLUMN
g g
CLIENT/OWNER
8" POURED CONCRETE I "' I 4" POURED CONCRETE PAD I I I w w I ARVOTTI
FOUNDATION WALL w/#5 cn m TI'
w/GxG W.W.M. I `- I BLUESTON PAVERS Jim
REBAR CONTINUOUS NEW 4" POURED CONCRETE v
4 1 1 4 TOP LEVEL w/GRADE I I p Q o
SLAB w/GxG W.W.M. g cn
8"x I G" POURED CONCRETE I - I EXCAVATE AND LEVEL AS NECESSARY O TOP LEVEL w/GRADE O — `_r i i 340 SUMMIT ROAD
4" CRUSHED GRAVEL UNDER SLAB u u i 4 POURED CONCRETE PAD i 8 POURED CONCRETE
FOOTING w/#5 REBAR o i i
CONTINUOUS. MINIMUM I I I I I NEW BLUESTONE PAVERS I i w/GxG W.W.M. i FOUNDATION WALL w/#5 SOUTHOLD, NY 11971
3'-0" BELOW GRADE ON I y'' I I I o o �� �j REBAR CONTINUOUS
UNDISTURBED SOIL N N ' • • —� �— 8"x I G" POURED CONCRETE
I ' On O O PROJECT TITLE
FOOTING w/#5 REBAR
x x CONTINUOUS. MINIMUM ADDITION
" N N 3'-0" BELOW GRADE ON
r I I UNDISTURBED SOIL.
u
SECTION B
= - -
————'D _ 10"SQUARE COLUMN -
N GxG POST CLAD w/AZEK
———————————————————— — SCALE: 1/4" = 1'-0"
I G'-2" I G-2" DRAWING TITLE
lo
8" POURED CONCRETE
FOUNDATION WALL w/#5
PLANS
REBAR CONTINUOUS ELEVATIONS
FO U N D SAT I O N PLAN 8"x I G" POURED CONCRETE �LO O I� P LA N
SCALE: 1/4" = 1'-0" FOOTING w/#5 REBAR SCALE: 1/4" = 1'-0"
CONTINUOUS. MINIMUM
3'-0" BELOW GRADE ON 26 NOVEMBER zoa4 SCALE
UNDISTURBED 501L. , 1/4,—i-o,
DRAWING NO.
A2
I
ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTES
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA
1.THI5 PROJECT 15 THE INTERIOR AND EXTERIOR RENOVATION OF A ONE 5TORtY 51NGLE FAMILY GROUND SNOW LOAD 20 P5F (PER FIG. I C08.2 BCNYS 2020
RESIDENCE,ZONED AS R-40(UNDERSIZED). WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1 C09.3(1)BCNYS 2020 F ROM TABLE N 1 10 2 . 1 . 2 (R4 0 2 . 1 . 2) I N 5 U LAT I O N AND FENESTRATION RQ U I RE M E NT5 BY COMPONENT
2.THE EXISTING HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING COIDE of NEW PORK STATE SEISMIC DESIGN CATAGORY 13 (PER SECT. ICI 3 BCNYS 2020
2020 IS I G'-10".THE HEIGHT OF THE PROPOSED RENOVATION 15 20-8'. WINTER DESIGN TEMP I I"F (PER TABLE N 1 10 1.2)
3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FLOOD ZONE WA (PER FEMA MAP)
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK FROST LINE DEPTH 3G'
STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF*PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNY5 2020
DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) CLIMATE FENE5TRATION SKYLIGHT GLAZED CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SLAB CRAWL
CONSTRUCTION MANUAL TION HIGH WIND EDITION. FENE5TRATIN WALL R-VALUE � 5PACE WALL
5.DESIGN LOAD CALCULATION ARE BASED ON: ROOMSTABLEIC07.I N SLEEPING
2020 ZONE U-FACTOR U-FACTOR R-VALUE WALL P VALUE R-VALUE R-VALUE
LIVE LOAD:A5 PER TABLE R30 I.4,BUILDING CODE of NEW YORK STATE 2020.. ROOMS OTHER THAN SLEEPING 40 PSI
DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. SLEEPING ROOMS 30 P51 S H GC R-VALUE DEPTH R-VALUE
SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 20)20. ATTICS WITH LIMITED STORAGE 20 P51
ATTICS WITHOUT STORAGE 10 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, 2FT 10 / 13
LOCATION LIVE DEAD DELECT LIMIT
I ST.FL. 40 LB. 12 L/3GO
2ND.FL.(SLEEP AREA) 30 LB. 12 L/3G0 NAILING SCHEDULE
ATTIC(NON STORAGE) 20 LB. 10 L/300 (PER AF E PA AMERICAN WOOD COUNCIL WFCM FOR
ROOF 20 LB. 15 L/3GD ONE AND TWO'FAMILY DWELLINGS 2015 513C HIGH WIND EDITION)
G.THE ARCHITECT A55UME5 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(TOE-NAILED) 3 PER RAFTER
THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A 5FPECIFIC USE EXPRESSED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST
OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP
DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE
8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,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
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS,NECESSARY TO WALL FRAM ING
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT
COMPLETE THE WORK.
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATES 2 INTERSECTIONS(FACE-NAILED) -1 Gd JOIST EA.51DE
STUD TO STUD(FACE-NAILED) 2-I Gd 24"O.C.
AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I Cd I G'O.C.ALONG EDGE5
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AMID CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAIIED) 2-1 Cd,3-1 Cd,4-1 Cd PER 2x4,2xG,2x8 RESPECTIVELY
OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Cd PER FOOT
1. CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS iINDICATED ON DRAWINGS FLOOR FRAMING
AND AS NECESSARY,AND REMOVE ALL DEBRIS. JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OF BRIDGING TO J015T(TOE-NAIIED) 2-8d EACH END
INSTALLATION OF NEW WORK,AS NECESSARY. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK A5 CL'-05ELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK
OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED A5 NECESSARY DUPING JOINT ON LEDGE TO BEAM(TOE-NAIIED) 3-8d PER JOIST
DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL.NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING
AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8)
FOUNDATIONS DIAGONAL L'OR I BOARD SHEATHING 2-8d PER SUPPORT
1.A55UMED SOIL BEARING CAPACITY, 1,500 Ib tsq.Ft. I"x 101 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 w
GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD 1"�L
GENERAL CONSTRUCTION WALL SHEATHING Z
I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND 5EKVXICE5 NECE55APY TO STRUCURAL PANEL 8d (TABLE 3.9)
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SFPECIFIED HEREIN,OR FIBERBOARD PANELS
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 7/I G' 8d 3'EDGE/C"FIELD a
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING.
3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3'EDGE/G'FIELD
4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10'FIELD
A.ALL FRAMING LUMBER SHALL BE GRADE'STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9)
OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9)
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 5P'ECIFICATION5. I'xG'OR 1"x8" 2-8d PER SUPPORT
C.ALL SHEATHING TO BE APA RATED,EXP05URE 1,THICKNE55 AS INDICATED. I'x 10"OR WIDER 3-8d PER SUPPORT 0
D.ALL SUB FLOORING TO BE APA RATED STUDD-I-FLOOR,EXPOSURE 1„3/4"MIN.THICKNE5.
E.ALL HEADERS G'-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UP`RIGHTS,9'-0"AND OVER FLOOR SHEATHING
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A•MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS
F.50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER 15CNY5 2020 1.OR LE55 8d OEDGE/ 12'FIELD
OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION INI ROOF. GREATER THAN I" I Od C"EDGE/C'FIELD ^j
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OFR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING
H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARITITION5 OR AS NOTED ON I"xG'OR I N8" 2-8d PER SUPPORT
DRAWING. I"x 10"OR WIDER 3-8d PER SUPPORT
I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALLVANIZED METAL
CONNECTORS BY"SIMP50N"OR APPROVED EQUAL.
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK 517ATE 2020 AS A MINIMUM.
ALL 2"4"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE
GALVANIZED. SEE ATTACHED NAILING SCHEDULE.
K.PLYWOOD SHEATHING TO BE NAILED 8d 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. MAP LINE 26 NOVEMBER,2o24
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WFTTH GALVANIZED HURRICANE
TYPE CONNECTORS BY"SIMPSON'OR APPROVED EQUAL.FOR TIMBER PILE FOIUNDATION5,PROVIDE
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS.
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON(GAS,IMPACT RESISTANT AS
REQUIRED.
G.LOAD PATHS ARE INDICATED BY SECTION DRAINGS. his, THESE PLANS ARE AN INSTRUMENT OF SERVICE
7,CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/4 PA WCFMI-I995.(5EE NAILING AREA SHOWN AS RESERVED ON FILE MAP AND ARE THE PROPERTY OF THE ARCHITECT.
SCHEDULE) SUMMIT (50 ) ROAD INFRINGEMENTS WILL BE PROSECUTED
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED �
MEMBRANE. I
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS 5MALL BE ALUMINUM. 20z4 ALL RIGHTS RESERVED
10.
O.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF 5LOPED AND VIERTICAL SURFACES,EXCEPT
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTER25ECTION OF ROOF AND
CHIMNEY,AND ROOF AND WALLS. 1 4,3L} �� 96.86'
1 1.INSULATION SHALL BE BATT INSULATION OF THICKNE55 INDICATED ON THE`DRAWINGS AND SHALL BE C7 ' IPF S 64 54 30 E
2-1/2 Ib. DENSITY FIBER-GLASS BAITS CONFORMING TO THE 5PECIFICATION`5 FOR PRE-FORMED FIBROUS CORNER LIL#7 l-
FD
GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(K-G.5 PER
INCH)13Y ICYNENE OR 1 2.NEW IHARDWADOORS S°VED EQUAL SMALL 13!HA�EEXIS EXISTING.PROVIDED AS INDICATED OM DRAWINGS. HOLDDOWN MAP LINE IRON PIN
CDY e 7_______ ______ �5'51DEIYAIPEDS 13ACK � Robert I. Brown
13. NEW HARDWARE SHAM MATCH EXISTING. ------
- �
14.GYPSUM BOARD SMALL BE E ,CONFORMING TO A5TM C3C&,AND SHALL BE 20.2'
'5HEETROCK 5W BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WAU-1130APD THICKNESS SHALL BE Architect, P.C.
1/2' co
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THRIEE(3)COATS.ALL EXTERIOR
C6 CONC. DRIVEWAY - TO REMAIN
CORNERS SHALL HAVE METAL CORNER BEADS. EXISTING GARAGE
06
FINISHES I in?onribrownarchitect.com
1. NEW BLUESTONE FLOOR PAVERS TO BE SELECTED B 0)Y OWNER AND INSTALLED USING � J \ in?o@ribrownarchitect.com
IN5TRUCTION. /% e / I 631 477 9752
IN EXTERIOR PAINT SHALL BE LATEX ACRYLIC CI ICATIO S MOORS O APPROVED EQUAL APPLIED u.
IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO j
BE SELECTED.
/PROPOSED 1 1,41,
_ COVERED PATIO
/
HVAC F . _ _- 24.2' j I
I m
1.NO HVAC WORK TO BE PROPOSED Y
RIDGE CROSS SECTION END VIEW � IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
PLUMBING LOT 29 3 IN UNLESS ACTING UNDER THE DIRECTION OFA
1.NO PLUMBING WORK TO BE PROPOSED EXISTING z (� LICENSED ARCHITECT,TO ALTER ANY ITEM ON
BASED ON SURVEY BY: I STY. FR �? 0 -
ao 0o wJ I a THIS DRAWING IN ANYWAY. ANY AUTHORIZED
ELECTRICAL KEFNNETH M. WOYCHUK L.S. a DWELLING a ALTERATION MUST BE NOTED,SEALED,AND
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICE 5 LOND SURVEYING AND DESIGN #340 �" DESCRIBED IN ACCORDANCE WITH THE LAW.
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALLL NEW
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO:
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHiTING, BELCO
DATED: 28 OCTOBER 2007 W 24.2' DOOR
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTICDN5 TO - (�
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICEE5 °o° ZONE I
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS<AND
AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT PAND SST M: 1000-78-9-27 O
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND I \ ZO)NE: R-40
ELECTRICAL DISTRIBUTION SYSTEMS.
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDINCG CODE AREA: 9,5 57.3 SF (.2 2 ACRES) � I p
of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(MEC), 0
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA)„THE
NATIONAL ELECTRICAL MANUFACTURER5'A55OCI4TION(NEMA)AND ANY OTHEFR LO)T COVERAGE
APPLICABLE CODES. IN THE EVENT OF CONFLICT.,THE MORE STRINGENT LOT 30 I �
REQUIREMENTS WILL APPLY. LO)T AREA: 9,557.3 SF o
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITEERS
LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICCH THEY EXI(STING HOUSE: G8G SF
WILL BE INSTALLED. F-XI15TING GARAGE: 380 5F
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDEEK THE 3I PRCOPOSED PATIO: 227 SF IRO PIN sEr STK S�T
SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. o
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES n
AND INSPECTIONS AS REQUIRED BYTHE LOCAL,STATE,AND FEDERAL AUTHOFRITIE5,
^ AND ANY OTHER APPLICABLE JURISDICTION. TOTAL FOOTPRINT: 1293 SF LOT 29A N 65009'20" 97.24' CLIENT/OWNER
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODIE5
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL-
SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED AILARMS 1 2`.03 / 9,557.3 = 13.5% AR
'6 ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH ALLLOWED COVERAGE: 20% LOT 30A VOTTI
SLEEPING QUARTERS ARE LOCATED.
7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of INEW FLOOR JIM YORK STATE,THE NFYA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE J015T
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND
ON�c" °°R`�� SITE PLAN 340 SUMMIT ROAD
CONTRACTOR SHALL COORDINATE WITH OWNERS ALARM COMPANY FOR AND ��/ '� DRAINAGE CALCULATIONS: SOUTHOLD, NY 11971
BURGLAR ALARMS A5 NECESSARY. s ZONE 1 : 227 5P x 0. 17 = 38.G CF
SCALE: 1" = 20' PROVIDE (1) 4' DIA x 4'-G"D DKYWELL (39.3 CF)
EXISTING EXCEPT AS NOTED PROJECT TITLE
3
ADDITION AND
RENOVATION
FLOOR
J015T -
DRAWING TITLE
I GENERAL NOTES
SITE PLAN
- - - - � � 1 1
°-° UPLIFT CONNECTIONS I U tJr r'z
s
' ! i REVISED SCALE
1 : 1 CONNECTIONS DETAIL a �� rrT _ 0 o8 OCTOBER,202��,� I ,,I,! 5 1'-Zo-o"
DRAWING NO.
•
1
I
I
ISSUES/REVISIONS
2x8 RAFTERS @ I G"O.C.
REPAIR AND PATCH EXISTING
SHINGLES AS NECESSARY REMOVE EXISTING ROOFING AS NECESSARY CD-X RATED PLYWOOD SHEATHING
REPAIR AND PATCH ROOFING VAPOR BARRIER
NEW 2x 10 FIAT NAILERS ASPHALT SHINGLE SIDING TO MATCH EXISTING
12
12
8 8 ASPHALT SHINGLE ROOF TO I x8 AZEK TRIMBOARD
MATCH EXISTING GARAGE � I x6 AZEK TRIMBOARD
EXPOSED 3x8 COLLAR TIES
NEW SOFFIT AND TRIM TO @ 48"O.C., DRESSED
BE LEVEL WITH EXISTING EXISTING 2x4 COLLAR TIES @ 48" e 0
REMOVE EXISTING SOFFIT
NEW 2x4 STUD WALL
j SIDING TO MATCH EXISTING I
10"SQUARE —
COLUMN EXISTING GARAGE TO REMAIN N
24"CONCRETE BLOCK KNEE WALL o 10"SQUARE
w/BLUESTONE CAP —
o COLUMN
r`
24"CONCRETE BLOCK KNEE WAL
BLUESTONE PAVERS w/BLUESTONE CAP
EXISTING GARAGE TO REMAIN BLUESTONE PAVERS
EXISTING FOUNDATION AND i • 8" POURED CONCRETE
4" POURED CONCRETE PAD D CONCRETE PAD
w/GxG W.W.M. SLAB TO REMAIN w/GxG W.W.M. i • FOUNDATION WALL w/#5
Ff�ONT ELEVATION (WEST) _____________________________________ REBAR CONTINUOUS
------------------------------------- 8"x I G" POURED CONCRETE
FOOTING w/#5 REBAR
ANCHOR TO EXISTING CONTINUOUS. MINIMUM
SCALE: I/4" = I'-0° FOUNDATION 3'-0" BELOW GRADE ON
UNDISTURBED SOIL.
SECTION A
SCALE: 1/4" = P-O"
26 NOVEMBER,2o24
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
2o24 ALL RIGHTS RESERVED
Robert I. Brown
Architect, P.C.
Zo5 Bay Ave. Greenport NY
info@ribrownarchitect.com
631-477-9752
EXISTING GARAGE EXISTING GARAGE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
2x 10 RIDGE BEAM UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
N THIS DRAWING IN ANY WAY. ANY AUTHORIZED
2x8 RAFTERS @ I G"O.C. ALTERATION MUST BE NOTED,SEALED,AND
12 i D-X RATED PLYWOOD SHEATHING G DESCRIBED IN ACCORDANCE WITH THE LAW.�
VAPOR BARRIER
ASPHALT SHINGLE SIDING TO MATCH EXISTING
EXISTING FOUNDATION TO REMAIN
EXP05ED 3x8 COLLARTIES
ANCHOR TO EXISTING ANCHOR TO EXISTING REMOVE EXISTING REMOVE EXISTING NEW SOFFIT AND TRIM TO @ 48"O.C., MISSED
FOUNDATION FOUNDATION WINDOWS WINDOWS BE LEVEL WITH EXISTING 7-g!�r
(2) 2x 10 MICROLLAM I x8 TONGUE GROOVE
LVL FLUSH BEAM AZEK CEILING 1/2"
2'-0" 2'-0' 2'- 7 co
lo
I I I I w w
I I i 10"SQUARE
3 3 COLUMN
CLIENT/OWNER
I i " Q Q 24" CONCRETE BLOCK KNEE WALL
8" POURE:D CONCRETE I 4 POURED CONCRETE PAD I w W ARVOTTI
FOUNDATION WALL w/#5 m m I w/BLUE5TONE CAP
I `. I w/GxG W.W.M. i I BLUE5TONd PAVERS Jim
REBAR CONTINUOUS NEW 4" POURED CONCRETE �t
4 i " 14 TOP LEVEL w/GRADE i i O 5LAB w/GxG W.W.M. g c�
8"x I G" POURED CONCR.ET I I EXCAVATE AND LEVEL AS NECESSARY I I — O TOP LEVEL w/GRADE — `_r i 34o SUMMIT ROAD
4" CRUSHED GRAVEL UNDER SLAB U v i 4 POURED CONCRETE PAD i 8"POURED CONCRFfE
FOOTING w/#5 REBAR I I I I O i i
NEW BLUESTONE PAVERS i w/GxG W.W.M. i FOUNDATION WALL w/#5 SOUTHOLD NY u
CONTINUOUS. MINIMUM I I I ._ I I w W I cn REBAR CONTINUOUS
i i 971
3-O BELOW GRADE ON
0 0 L� r
N „�
I 8 x I G POURED CONCRETE
UNDISTURBED SOIL. N _J �_ "
FOOTING w/#5 REBAR PROJECT TITLE
CONTINUOUS. MINIMUM
3'-0" BELOW GRADE
UNDISTURBED OIIL.ON ADDITION
I -----------------� 10"SQUARE COLUMN rFh
-
SECTION B
GxG P05T CLAD w/AZEKLp
-------------------- — SCALE: 1/4' = P-O"
I G-2" I G'-2"
DRAWING TITLE
8" POURED CONCRETE PLANS
T�
FOUNDATION WALL w/#5
REBAR CONTINUOUS I Q
FOUNDATION PLAN 8"x I G" POURED CONCRETE 1-LOOK PLAN-
p L \N ELEVATIONS
SCALE: 1/4" = P-0" FOOTING w/#5 REBAR SCALE: 1/4" = 1'-0"
CONTINUOUS. MINIMUM
REVISED
3'-0" B 08 OCTOBER,2oi5 BELOW GRADE ON LE
UNDISTURBED SOIL. 1/4"=i-o"
DRAWING NO.