HomeMy WebLinkAbout49529-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
= TOWN CLERK'S OFFICE
SOUTHOLD, NY
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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#: 49529 Date: 7/31/2023
Permission is hereby granted to:
Romney,_E.d9.ar,�www_......_ ..._
552 Carlton Ave
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To: Construct in ground swimming pool at existing single family dwelling as applied for,
with Trustees #10328 and DEC approvals.
Pool equipment must be located minimum 10 feet from side yard property line.
At premises located at:
1485 MillCreekDr. Southold www
SCTM #473889
Sec/Block/Lot# 51.-6-29
Pursuant to application dated 11/10/2022 and approved by the Building Inspector.
To expire on _.1/29/2025.
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Building Inspector
W&P�P
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-95021i wa 5aaxthlrltpl�r
Date Received
APPLICATION FOR BUILDING PERMIT
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A For Office Use Only
PERMIT NO. / Building Inspector:, JUN 2 0 2023
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:June 13, 2023
OWNER(S)OF PROPERTY:
Name:Marie Romney SCTM# 1000-51-06-29
Project Address: 1485 Mill Creek Drive, Southold
Phone#:646-261-1395 Email:marie.romney@gmail.com
Mailing Address:1485 Mill Creek Drive, Southold
CONTACT PERSON:
Name:Brooke Epperson AMP Architecture
Mailing Address:PO BOX 152, Mattituck 11952
Phone#:6316039092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO BOX 152, Mattituck
Phone#:6316039092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
[]NewStructure ❑Addition [--]Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other Inground Pool $30,000
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 Residence Intended use of property:Single Family Residence
Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to
R_40 this property? ❑Yes *No IF YES, PROVIDE A COPY.
91 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,bullding 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 230.45 of the New York State Penal Law.
Application Submitted,4B pri t ie)- Architecture Authorized Agent ❑Owner
Signature of Applicant: , Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk
AMP Architecture being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the agent
(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
-�KLdayof 20 ��
Notary ib c
ENIMQUE2"GARRY GLENN
Notary Public,State of New Ybrk
No.0tEN6:34aOSB
ty
PROPERTY OWNER AUTHORIZATION Commissionx it a ti�
(Where the applicant is not the owner)
I Marie Romney residing at 1485 Mill Creek Dr
Southold do hereby authorize AMP ARCHITECTURE to apply on
my behalf to the " wn of Southold Building Department for approval as described herein.
0 er s S a'ture
D to
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Print Owner's Nam __e
2
Am
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04934
PERMIT
Under the Environmental Conservation Law C
Permittee and Facility Information
Permit Issued To: Facility:
MARIE ROMNEY ROMNEY PROPERTY
1485 MILL CREEK DR 1485 MILL CREEK DRI 1000-51-6-29
SOUTHOLD,NY 11971 SOUTHOLD, NY 11971
Facility Application Contact:
AMP ARCHITECTURE- PLLC
1075 FRANKLINVILLE RD
LAUREL,NY 11948
Facility Location: in SOUTHOLD in SUFFOLK COUNTY
Facility Principal Reference Point: NYTM-E: 717.078 NYTM-N: 4551.164
Latitude: 41'04'58.0" Longitude: 72'24'56.7"
Project Location: Arshamomaque Pond Tidal Wetlands
Authorized Activity: Construct an in-ground pool, stone pool surround, fencing and associated gates,
deck addition, drywells, pool equipment, stone path, and establish a 15-foot wide non-disturbance
buffer. All work shall be done in accordance with the plans by AMP Architecture dated 04/25/23, and
stamped NYSDEC Approved on 5/23/2023.
........
.
Permit Authorizations
..........1.'_'_''"__ .............._'_."
Tidal Wetlands - Under Article 25
Permit ID 1-473 8-04934/00001
New Permit Effective Date: 5/23/2023 Expiration Date: 5/22/2028
NYSDEC Approval
............................ .............. -------___--_ .........................
By acceptance of this permit, the permittee agrees that the permit is contingent upon strict
6
compliance with the ECL, all applicable regulations, and all conditions included as part of this
permit.
Permit Administrator: SHERRI L AICHER., Regional Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Y'
B
Stony �ook, N11790 -34
'y " o 'N I
Authorized Signature: Date . ............
Page 1 of 6
AM
4*600
NEW YORK sTATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION WSW
Facility DEC ID 1-4738-04934
Distribution List
AMP ARCHITECTURE PLLC
Marine Habitat Protection
Environmental Permits
Permit Components
-- --------- — -.. ...........
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
—" "" --........... . ..................... . ............. .. ..... -—----- ................
NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Follow
........... ... ing
Permits: TIDAL WETLANDS
...........
i. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee
and contractor shall sign and return the top portion of the enclosed notification form certifying that they
are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion
of project, the bottom portion of the form must also be signed and returned, along with photographs of
the completed work.
2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous
location on the worksite and adequately protected from the weather.
3. Conformance With Plans All activities authorized by this permit must be in strict conformance
with the approved plans submitted by the applicant or applicant's agent as part of the permit application.
Such approved plans were prepared by AMP Architecture dated 04/25/23, and stamped NYSDEC
Approved on 5/23/2023.
4. Storage of Equipment, Materials The storage of construction equipment and materials shall be
confined within the project work area and/or upland areas greater than 75 linear feet from the tidal
wetland boundary.
5. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated
buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography
within an area extending 15 linear feet landward of the tidal wetland boundary.
G. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt
fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to
be put in place before any disturbance of the ground occurs and is to be maintained in good and
functional condition until thick vegetative cover is established.
Page 2 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04934
7. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or
stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales / silt
curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the
wetland or protected buffer area. Tarps are authorized to supplement these approved methods.
8. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional
condition until the project has been completed and the area has been stabilized.
9. No Unauthorized Fill No fill or backfill is authorized by this permit without further written
approval from the department (permit, modification, amendment).
10. Concrete leachate During construction, no wet or fresh concrete or leachate shall be al lowed to
escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete
trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or
waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms.
11. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum
of 75 linear feet landward of the tidal wetland boundary.
12. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or
indirectly into wetlands or protected buffer areas.
13. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal
wetlands or protected buffer areas as a result of the permitted activities.
14. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or
excess excavated materials shall be immediately and completely disposed of in an authorized solid waste
management facility. These materials shall be suitably stabilized as not to re-enter any water body,
wetland or wetland adjacent area.
is. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from
construction of this project shall be completely removed from the adjacent area (upland) and removed to
an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas.
16. State Not Liable for Damage The State of New York shall in no case be liable for any darnage or
injury to the structure or work herein authorized which may be caused by or result from future operations
undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no
claim or right to compensation shall accrue from any such damage.
Page 3 of 6
i
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 10328 DATE: MARCH 15 2023
ISSUED TO: MARIE ROMNEY
PROPERTY ADDRESS: 1485 MILL CREEK DRIVE,SOUTHOLD
SCTM#1000-51-6-29
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held onc 1�C121, and in
consideration of application fee in the sum of S25Q.,00 paid byarie,, o ; !and subject to the Terms and
Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the
following:
Wetland Permit to install a proposed 16.5'x36' (594sq.ft.) in-ground swimming pool
with a proposed 717sq.ft. stone surround and 4' wide path; reconstruct existing
12.9'x10.3' (234.6sq.ft.) deck and enlarge the deck an additional 7.9'x10.3' (133sq.ft.)
and 3.3'x8' steps to ground; install a proposed 15.7sq.ft. pool equipment and A/C
condenser area; install 199 linear feet of pool enclosure fencing with gates; and to
install two 8' diameter drywells to contain runoff; establish and perpetually maintain a
15'wide vegetated non-turf buffer landward of the wetland line; and as depicted on the
site plan prepared by Anthony M. Portillo,RA, dated March 10,2023, and stamped
approved on March 15, 2023. m
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and
these presents to be subscribed by a majority of the said Board as of the day and year first above written.
k
Glenn Goldsmith, President '��� soul; _ Town Hall Annex
A. Nicholas 1Srupski, Vice President % 54375 Route 25
P.O. Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly CA! Z=
r- Telephone(631) 765-1892
Elizabeth Peeples k
Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
March 17, 2023
Anthony Portillo
AMP Architecture
P.O. Box 152
Mattituck, NY 11952
RE: MARIE ROMNEY
1485 MILL CREEK DRIVE, SOUTHOLD
SCTM# 1000-51-6-29
Dear Mr. Portillo:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, March 15, 2023 regarding the above matter:
WHEREAS, AMP Architecture, on behalf of MARIE ROMNEY applied to the Southold Town
Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the
Wetland Ordinance of the Town of Southold, application dated January 30, 2023, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory Council
and to the Local Waterfront Revitalization Program Coordinator for their findings and
recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be found
Consistent with the Local Waterfront Revitalization Program policy standards, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
March 15, 2023, at which time all interested persons were given an opportunity to be heard,
and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
2
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold
Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent with the
Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of MARIE ROMNEY to install
a proposed 16.5'x36' (594sq.ft.) in-ground swimming pool with a proposed 717sq.ft.
stone surround and 4' wide path; reconstruct existing 12.9'x10.3' (234.6sq.ft.) deck and
enlarge the deck an additional 7.9'x10.3' (133sq.ft.) and 3.3'x8' steps to ground; install a
proposed 15.7sq.ft, pool equipment and A1C condenser area; install 199 linear feet of
pool enclosure fencing with gates; and to install two 8' diameter drywells to contain
runoff; establish and perpetually maintain a 15' wide vegetated non-turf buffer landward
of the wetland line; and as depicted on the site plan prepared by Anthony M. Portillo,
RA, dated March 10, 2023, and stamped approved on March 15, 2023.
Permit to construct and complete project will expire two years from the date the permit is signed.
Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very yours
Glenn Goldsmith
President, Board of Trustees
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SITE LAYOUT NOTES: EY L
SUBJECT TO VERIFICATION BY A LICENSED ��, L.-O (u)
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SURVEYOR. THE INFORMATION o�A\1�� W
REPRESENTED ON THIS SITE PLAN 15 TO THE
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ARCHITECT'S BEST OF KNOWLEDGE. j�/ J (Yj
2. SURVEY INFORMATION WAS OBTAINED / Q N
FROM A SURVEY DATED AUGUST 4TH, 2022 / ,' / 2 • P A O E <E� • O
AND PREPARED BY:
SGALIGE LAND SURVEYING, P.G. // \\ h \ 4 C4
I SOUTH BAY AVENUE / \ \ , \ b (5=001 .00 PROJECT LOCATION &SCOPE 0 C cv z 0
ISLIP, N.Y. 11751 - ' 1 \ - Pfi�OP. I N-C fi�OUND C UN I TE FOOL
TELEPHONE: (631) 957 2400 / \ \ 1 .�
fi ROP. FAVER FOOL SURROUND SITE PLAN & ZONING DATA � � �
- PROP. WOOD DEGK AXP NSI ON 0 0 0 4-J co
� m z
- PROP. POOL FENGE -®®� .®® GENERAL NOTES No 0 ca �
51TE PLAN HATCH KEY: Q -� / \ \ 1 y�\ \ `\ \\�� ` ;,� STRUCTURAL DESIGN CHARTS
PROPOSED DECK ADDITION // �' / \ \\ 11 ` \` \ \\ \\ `` \\ \ i I DESIGN DETAILS
17 irp
PROPOSED SURROUND It PATH i \ \ \ ` \\ \ ` \\ `\ \\ 1 ` r / ;a.. r nn 11
Q . :. - I ® I .®O PROPOSED PLANS W
/ \\ 1 ` ,r/ 4: :- ,+ ; - PROPOSED POOL SECTION
PROPOSED IN-GROUND POOL '/ r \ \ 1 \ I ` ,
` � / 1 1 \ \ \ \ 1 \ y �p`y�5 t�K,'�,R =.:.� -� .r �*' � s:�.,•++ht � r . .4,. �
�' / // , \ \ \ \ \ \ \ \ \ � g I � �• � r/�"
O / / 1 \ 1 \ \ \ 1\ 1 \ ^ Vis„° a '.� ;.�4, r r• .�` ` A '' �'..«+`„i rw, v s ,�
4-J 70
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••l'.'pit .•m �.Yn 'Yu,w Ir1l, My�p'�lr f" M
A.
PROPOSED 151, I I / . « « , , ea ' ' ' 'r ^ s4-1
Y NON-D15TUR ANGE it r �!°� / a., :.;x ':.. ' F RO J E� DA
BUFFER ` ',. .�",r�?'a � '' •
�,.� s�'saE x�:rt' ,�.' ;,,,. � �««3'", �'�.C.,*r'°"�� '••r.� '� ' M .§?_ j
J^'�;"�` a. .:�'
.< v PROJECT / ZONING DATA
.�,�' 1000-51-6-2Q •-
/ '� :a SUBJECT PROPERTY TAX MAP #
'0� ;. s .; �. • , ":.' r` _. °,r, ., ZONING DISTRICT R-40 CONFORMING v /
fJ�
0 LOT AREA 0.9 ACRES Q
ui / .,:'* , ; 'S` ` } '�• ': '�, ? i GofO ONE FAMILY DWELLING Z-30467; 09/30/2004
O / ;,N`.; � '�..�'� , .`g x,[ r'- �,.�,�,,�yy� X
FEMA FLOOD ZONE
op L.OGATION MAP
Wp,'�R �r ; `� \ 1 \ \\ 1\ / / s� -
w \_O - \ '1 \ \ \ \ 1 , \ \ \ \ r i �o �, I / 1 SCALE: NTS ACCESSORY STRUCTURE REQUIREMENTS
Din O \ \ \ \ 1 \ \ \ \ \ \ \ r / -
u� PROP. POOL
/FENCE; APPROX PROP. POOL PROPOSED IN-GROUND
1°02 GµpNGE) ) 199 LINEAR F T GAS NOTE. SWIMMING POOL PROPOSED COMPLIES
EQUIP.
Zoss S i 31.0' I 1 / WETLAND FLAGGING BY:
6�� \ \\ \ \ \ \ \ \ \ 1 \. �, I. FLOOD MAP DATA: ENVIRONMENTAL CONS. 07/05/2022 MINIMUM SIDE YARD 15.0' 15.1' YES
MAP #: 36103G015&H
PHOTO #4 0� I / MAP DATE: 09/25/2009 SHOWN THUS MINIMUM REAR YARD 15.0' 75~4' YES
' FLOOD ZONE: XF1
LIMITS OF CLEARING, t,'� I MINIMUM TRUSTEES
GRADING, AND GROUND �'� SHED / �� 2. SITE PROTECTION/SILT FENCING TO BE SETBACK FROM 50.0' 75.4' YES
DISTURBANCE. I �� INSTALLED AS REQUIRED BY THE TOWN OF
PROPOSED 15' / 103.1 5. ��P SOUTHOLD. WETLANDS
NON-DISTURBANCE PHOTO #2 lx� �
I \ \ 1 1 \ \ \ t°" EXISTING SPOT ELEVATIONS PER
0 i \ II 1 1 \ 1 BUFFER i N / 6 i ��+�tio 3. SURFACE WATERS OR lAUTLAND5 ARE INDICATED SURVEY
\ 15.1' % LOCATED WITHIN 300 OF THE PROPERTY. EL=9.3
LANDWARD LIMITS OF 1 I \ \ ` \ 1 ` \ i �i
WETLANDS AS \ \ ` \ \ `\ \ / I ��4i 4. ELEVATIONS REFERENCE NAVD 1988 TOTAL ADJACENT LOT AREA (t�°ON-WETLANDS)
DETERMINED BY \\ / SHOWN THUS: =_- ---- -- - ---= __ -- -_--_
ENV-CONSULT 5N 2022 1 \` \\ \ /` 1\ \ / I '/ IN-GROUND I -/ �0 5. ANY VISIBLE WELLS LOCATED WITHIN 150' 5OUTHOLD TOWN CODE 280-18
` \ ` \ ` � / VINYL POOL � �0 � OF SUBJECT PROPERTY LINES ARE
- - --
1 \ \ 11\ 16.5'x36' io i / DRYWE�L DESCRIPTION (FooTPRINT) AREA
i ' PROPDEPICTED ON SITE PLAN. 95 LOT
PHOTO #1 I l / 94 S.F. o, WITHIN SUFFOLK COUNTY SEPTEMBER 25, 2022 COVERAGE
\ \ 1 \ PROP° _ �•I' it // b. SITE ISLOCATED
GATE I � 5.O' GROUNDWATER MANAGEMENT ZONE IV. TOTAL LOT AREA 40,476 S.F.
MIN. TEST HOLE DATA
MGDONALD GEOSERVIGES z
TOTAL ADJACENT LOT AREA ~
TEST HOLE 35,390.5 ui
\ \ 1` GRAVEL POB 1258 (BUILDABLE AREA)
I$.O` 1 1 / W/ WD. OUR EL=93 NON-DISTURBANCE BUFFER NOTE SOUTHOLD, NY, 119.11
\r\\ \ 1\ 1 \ ti / I I PROP. 8 EXISTING DWELLING 1,414.5 S.F. 4.Oy o
/ / DRYWELL 631-765-3677 v
P. N rye• NO MULCH, DIRT, OR OTHER SUCH GROUND
STONE POOL/ / I \ COVER TO BE ADDED IN NON-DISTURBANCE EXISTING WOOD DEGK5 346.2 S.F. 1.0%
SURROUND- 1 BUFFER WHERE IT MAY ERODE INTO WETLANDS
/ �� AND/OR DISTURB VEGETATION GROWTH. PROP. WOOD DECK ADDITION 133.0 S.F. 0.495
G/E ' - I PH�TO #3 OL DARK BROWN LOAM
MODIFIED 16.4'
2 \ \ \ \ \ \ w WOOD 47.2' PROP. -
O 1 \� \ 11 \1 GATE BROGLAY SANDY PROPOSEDG SHED ROUND POOL 503.�S.F 390
` \ � "' /
DECK, ' FOOL � EXCAVATION G,4LGULATIONS GL a
W oD 36�S.F. FENCE
POOL EXCAVATION;
I
V 0K 2 STORY
594 S.F. ® (AVERAGE) 4'-5" DEPTH = APPROX. 2 623.5 TOTAL AREA OF ALL STRUCTURES 2590.8 S^F. 7396
III. 5~F FRAME RESIDENCE 43. ' CUBIC FEET OR 9"1.1-1 GUBIG YARDS PROJECT:
1,414.5 S.F. O
#1485 tt? P P. STONE MAXIMUM LOT COVERAGE ALLOWED: 20%
\ \ \\ \ \ \ \ 3 P TH 188 S.F. DRYWELL EXCAVATION; BROWN CLAYEY R 0 M N EY
\ m i �� PEAK=34 2 - 4.0' I 1 50.2-1 S.F. 0 3'-0" DEPTH (x2) = APPROX. 301.6 GUBIG /SP SAND W/MINOR
4 - / \ I f I FFL=11. 2 FEET OR 11.17 CUBIC YARDS LAYERS FINE BAND
_ POOL & DECK
1� LAND EXCAVATION TOTAL = APPROX. 2.925.1 GU. FT.
r
OR 109°54 GU. YD. 1b, _ T SG WATER IN BROWN
/ / CLAYEY SAND -
EXCAVATED DIRT TO BE REMOVED FROM PROPERTY � �
APPROVED AS NOTED
DATE• •3 •.23 B.P� y�S� 1485 MILL CREEK DR.
\ DRAINAGE SYSTEM CALCULATIONS: ' �' �� ,�� SOUTHOLD NY 11971
I / EXIST. I NEW IMPERVIOUS SURFACE = 1,459.7 Sq,. Ft. WATER IN BROWN FEE !V BY: '
SEPTIC \ 1,459.7 Sq. Ft. X 0.17 = 248.1 5p// FINE TO MEDIUM NOTIFY BUILDING DEPARTMENTAT
248.1/42.2= 5°88 VERTICAL FT. OF 8' DIA POOL REQUIRED ' SAND
/ \ FOLLOWING
02 INSPECAM TO TIONS:
PM FOR THE DRAWING TITLE:
1 PROVIDE (2) 8'� x 3' DEEP ' ,� � FOLLOWING INSPECTIONS: - --
1. FOUNDATION-TWO
DRAINAGE SYSTEM INSTALLATION NOTES: FOR POURED CONOCRETOE REQUIRED PROJECT LOCATION &SCOPE
A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 I�•o' 2. ROUGH-FRAMING&PLUMBING SITE PLAN & ZONING DATA
ONS 5� GRAVEL DRIVEWAY WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC i WATER IN BROWN i
3. INSULATION
W/ WOOD CURB I I COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE �•CLi SANDY CLAY
�� 2 537.2 S.F. EDGE OF ALL FOUNDATION WALLS 17.0 ' 4. FINAL-CONSTRUCTION MUST .
I x - ' A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 8 BE COMPLETE FOR C.O.
Q COMMENTS: GROUNDWATER
p CONCRETE SLABS AND PROPERTY LINES ALL CONSTRUCTION SHALL MEET THE
CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL ENCOUNTERED 7.8' SELOW PAGE:
N GRADE RECUIPE VENTS OF THE CODES OF NEW
1 I I \ ) y YORK STATE. NOT RESPONSIBLE FOR
1 � \ jz '�=SIGN OR CONSTRUCTON ERRORS
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DATE: 06/01/23 1 OF 3
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GRAPHIC SCALE
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SCALE: I" = 15'-0"
CARPENTRY
NOTES � SPEO 1 F I OATI ON5 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8'15) UNLESS WOOD FRAMING MATERIAL STANDARDS TABLE 8301.1 ABBREV I AT I ONS
OTHERWISE NOTED. THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE _
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRIJGTION DOCUMENT BINDER OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _
TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE Ib" ABOVE SCRATCH GOAT. MAINTAIN PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING BD. BOARD INSUL. INSULATION
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK b" MIN. FOUNDATION EXPOSURE.
JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED ALLOWABLE BFE BASE FLOOD ELEVATION INT. INTERIOR Q
3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR STRUCTURAL MEMBER
PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb% UNLESS (1) 2"xb" GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE DEFLECTION BLDG. BUILDING K KIPS (1000 LBS)
GENERAL SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. _ W
APPLICABLE BUILDING DEPARTMENT. (THIS DOCUMENT IS TO MEAN A REFERENCE To THE CURRENT AMERICAN WOOD RAFTERS HAVING SLOPES GREATER THEN 3/12 BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS W
4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR GOUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, A5 L/180cc
2. ALL GON5TRUVTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. APPLICABLE AS A DERIVED WORK). W/ NO FINISHED CEILING ATTACHED TO RAFTERS
Q N
_ J
B.O. BOTTOM OF MAX. MAXIMUM
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, INTERIOR WALLS d PARTITIONS H1180
FLOORS, ROOFS, AND WALLS. [BOT. BOTTOM EGH. MEGHANIGAL �
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY or CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER,
PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING FLOORS 4 PLASTERED CEILINGS L/360 B.O.W. BOTTOM OF WALL MIN. MINIMUM O
AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, _ � O
RULES SPECIFIED IN I.I THROUGH I.B. � }- �
U.O.N. G.J. CEILING JOIST NAVD68 f NORTH AMERICAN VERTICAL DATUM OF 1966 +�
ALL OTHER STRUCTURAL MEMBERS L/240 _ __ i
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - 0 C N z O
OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE
INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 _
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY _ a c� V
WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE CONT. CONTINUOUS O.G. ION CENTER G x (V
SHALL BE CLARIFIED WITH THE ARGHITECT/ENGINEER BEFORE PROCEEDING AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 0 4-+
WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR DBL. DOUBLE OCG. OCCUPANCY �
F_ 0 m C9
P.T. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE l( _ 4--1 �
b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 DFE DESIGN FLOOD ELEVATION II PBFE l PRELIMINARY BASE FLOOD ELEVATION 0 N O M
UNLESS APPROVED BY THE ARGHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE - -- - -
ON PAGE 6-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALL5 AND 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE Q a: O
7. CONTRACTOR To VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS THE PROVISIONS OF AN51/ALTO A 190.1 STRUCTURAL GLUED LAMINATED --
� D
BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS. D.J. ECK JOISTS PL. PLATE
8APPLICABLE.. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED STRUCTURAL DE51 ON LOADS EA. EACH PLYWD. PLYWOOD
11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF COX GRADE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 --
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING ELEV. =[ELEVATION P.T. PRESSURE TREATED
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS USE LIVE LOAD DEAD LOAD
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ D REQUIRED
REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EXTERIOR BALCONIES 40sf 15 sf
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT EVALUATION REPORT. P p EXIST_ EXISTING Ri RISER
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES DECKS 40 psf IS psf EXT. EXTERIOR RM. ROOM
PERMISSION FROM THE ARCHITECT. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF
14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER -
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED b'-O" AND AT EVERY b'-O". PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN _
RESPONSIBLE FDR DESIGN INTENT ONLY. STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE
15. TDP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO STL. STEEL
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. G-003. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. ATTICS WITHOUT 5TORACE (MAX CLEAR HOT< 42") 10 psf 15 psf ____ _
F.A.V. FRESH AIR VENT S.V. SMART VENT 4_j14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS I.S. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf - •
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED
GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE � -��
BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS,
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. OR THE MANUFACTURER'S CODE EVALUATION REPORT. SLEEPING ROOMS 30 psf 15 psf F.J. FLOOR JOISTS LHK. THICK
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL ---]
AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. MEET THE PROVISIONS OF ASTM 636 SPECIFICATION FOR GYPSUM STAIRS 40 psf 15 psf -
16. THE CONTRACTOR SHOULD FULLY GUARANTEEHIS WORK AND THE WORK OF 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM G-I9 FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 0-003. SPEGIFIGATION FOR GYPSUM SF+EATHING BOARD. GUARDRAILS AND HANDRAILS 200 psf 15 psf - -- V
COMPLETION OF PROJECT. FR. FRAME TYP. 1 TYPICAL n,
20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL -- - VJ
MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF 12 psf FOR ATTIC IREPROOF UNLESS OTHERWISE NOTED
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FRPR. FU.O.N. Q
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER AN51/AHA AL35.6 HARDBOARD SIDING. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf IS psf FOR CATH.
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD [FTG. FOOTING VVE
ERT. RTICAL
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8 STRUCTURAL PANELS: - _
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,LOSS OR EXPENSE (A) CONTRACTOR I5 TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS,5GREW5, FLASHING, ANCHOR BOLTS, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ASCE -T-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMER6E H.D. HOLD DOWN w/ WITH
ITSELF INCLUDING THE L055 OR USE RE5ULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR _.
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRUSS JOIST McMILLIAN 1.9E MICROLAM WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA HNGR HANGER ZR ZONING RESOLUTION
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC 2.OE G-P LAM EVALUATION REPORTS.
PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARO ORIENTED-STRAND HOR. HORIZONTAL
A. TRUSS JOIST McMILLIAN 2.OE PARALLAM BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET GROUND SNOW LOAD 25 LB5
18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. SPEC.'S THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY u-Z j
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT BASIC WIND SPEED 130 MPH z pk
STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD -.10u
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, I- ~Q
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICABLE GORE EVALUATION REPORTS. EXPOSURE CATEGORY B z f M
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. w
1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - -1
AUTHORIZATION OF THE ARCHITECT/ENGINEER. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL APPLICATIONS SHALL CONFORM TO AN51 A206.1 AND ANY SEISMIC DESIGN CATEGORY B Wm 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE tilY Q
NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL EVALUATION REPORT. WEATHERING SEVERE Q w= MIN. 4" BETWEEN EDGES OF
PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT Q m X I-I/2" SQUARE BALUSTER
EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS FROST LINE DEPTH 3'-O" (STYLE TO SELECT)
20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED&E5. FIBERBOARD OR ASTM C20b STANDARD SPECIFICATION FOR
GELLULO51C FIBER INSULATING BOARD. TERMITE MODERATE TO HEAVY SIMP50N H2.5A RAFTER
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN TIE (OR EQUAL)
SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. ICE BARRIER REQUIRED YES
THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 5/4"xb" P.T. DECK
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I - BOARDS
OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION -
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS.
COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE
CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL SOIL BEARI NCC GAPAG I TY NOTE:
NOTES, AND TABLES ON PAGE 0-003 d 6-004. THE FASTENING SCHEDULE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. (2) 1/2"iP HOT DIPPED GALV.
GENERAL WIND PROTECTION CONNECTION NOTES: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING BOLTS ® EA. POST w/OVERSIZED
SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 18.2.1 SQUARE AND BEARING CAPACITY OF I TONS/S.F. P.T. D.J. AS _ z =_ WASHERS d END NUT PREBORED rn
CONSTRUCTION;SSTD 10-99 AND 201b 550 HIGH WIND EDITION WOOD FRAME HEX BOLTS AND SCREWS (INCH SERIES). PER PLAN = INTO BEAM, POST,DECK TIE d Z
CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED
SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PEG.'s). _ RIM BOARD ASSEMBELY w
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.2• LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 2
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASME 1318.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). _ z P.T. BEAM AS NOTED o
IN - SOLID BLOCK ® 12" O.G. V
2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN5 DEVICES NOT 2b. COLUMN BEARING AS FOLLOWS: 22.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, SHALL MEET THE REQUIREMENTS E AN51SS M NATIONAL DESIGN (2) SIMPSON OJT14Z (1) 1/2"d) H.D. &ALV. THRU
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, DECK JOIST TIE ® BOLT w/OVERSIZED WASHER
WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. THE &OVERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS EA. POST d END NUT PREBORED INTO
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. POST 8 DECK JOIST TIE
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" "SIMPSON" ABA44
2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ® COLUOLU MN BASE Q
4x4P .T. POST
WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GAGE ARE SPECIFIED,MINIMUM ASTM A653, STRUCTURAL QUALITY, -
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ry " "
GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY GRADE
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) a ANCHOR BOLTS, ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ° II PROJECT:
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE b" LONG CODE EVALUATION REPORTS. 12"0 '50NOTUBE' FILLED
I I
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" RISE 8 w/ (2) 1/4"41 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SOLID w/P. GONG.
SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD (MIN. 4,000 P51) ° Z R 0 M N EY
RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. EXTERIOR SHEATHING AS
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF PER SECTION NOTES _
RAFTERS. FOUNDATION, CONCRETE, AND MASONRY POOL & DEC K
2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES �
I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT SIDING MATERIAL AS
b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS PER SECTION NOTES m
SUS-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE
T FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. MANUFACTURER'S CODE EVALUATION REPORTS. BUILDING PAPER A HOUSE WRAP o 0
TO FULLY OVERLAP FLASHING
16" WITHIN 4' OF EXTERIOR CORNERS. B � °
2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL 2.2.7. SCREWS: SOREW5 SHALL COMPLY WITH ANSI/ASME 18.6.1 EXIST. STUD WALL 1485 MILL CREEK DR.
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED WOODSGREWS (INCH SERIES).
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. "Z" FLASHING 5/4"xb" P.T. DECKING SOUTHOLD NY 11971
OF J" AND 3"x3"xi" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS (U.O.N. ON PLAN/ EXTERIOR 1 OOD DECK DE7A I L
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY OTHERWISE NOTED MECHANICAL CONNECTIONS: CAP FOR SECTION/DETAILS)
DRAINAGE G-002.0
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 5 WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE SCALE: 3/4" = I'-O" DRAWING_TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT.
6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS - r GENERAL NOTES
UNTIL 1� TIER OF FRAMING 15 IN PLACE. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ,' -_ _- 5/4"xb" P.T.
CODES AND REFERENCE STANDARD: BY "SIMPSON" MANUFACTURER. - DECK BOARDS P.T. DECK JOISTS AS STRUCTURAL DESIGN CHARTS
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. NOTED ON PLANS
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GODS,2020 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DESIGN DETAILS
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK b. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL METAL DTT DECK TENSION
SOLID WITH CONCRETE.
STATE ENERGY CONSERVATION CONSTRUCTION CODE. LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY JOISTS AS PER PLAN FASTENED w/(2) „Z„ TIE BY 'SIMPSON' (OR 5/4" x REQ'D 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BFLASHING Y "SIMPSON" 5/b" 0 x 5" LONG HEAVY DUTY &AL. EQUAL) HEIGHT P.T. RISER ° ° ° "
9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. LAG BOLTS ® 16" O.G. INTO MUD SILL k
P.T.
5/4"xb" P.T
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 4. ALL MECHANIC CONNECTIONS SHALL BE HOT DIPPED GALVANIZED RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER
- - - - - - -
CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER A550CIATION w/(2) 5/b"(P x 5" LONG APPROVED FLA5HIN6 P.T. DECK JOIST PAGE:
(AFdPA) AMERICAN WOOD COUNCIL (AWG). 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 AS PER PLAN DECK BOARDS
DAYS OF 4,000 P.5.1.,U.O.N. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MASONRY ANCHORS 6 16" O.G. 2"x BLOCKING ® EA.
MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. STRINGER TO MATCH SIZE
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 11 MONPOLYEBTS TO REST ON MINBAOF fo"RRIER FINE UNDER
OR SAND WITH EXIST. FOUNDATION WALL OF P.T. DECK JOISTS -® .
PLUMBING CODE. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. FASTEN STRINGER TO
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BYBLOCKING (MIN. b
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ARCHITECT -4 LEDOER OOi` NEC.710 1 DETAIL I, FASTENERS)
CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION (1) WALL TIE PER(3) 50. FT. b. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM G-002.051 DATE: 06/01/23 2 OF 3
CONSTRUCTION CODE. SCALE: I = I'-Oil 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 4pj" THK. x 8" WIDE x WIDTH 2"x12" P.T. STRINGERS ® Ib"
MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. O.G. (MIN. 3 5TRINGERS
OF STAIR P. GONG. PAD EA. STAIRWAY)
15.
B
SITE WORK FROM FOOTING TO 2" AOVE1) COAT OF TAR AFIN15HH GRAD SED OOFIN& TO EXTERIOR OF FOUND. SW4MGROUND POOLS T TUB BE DESIGNED AND CONSTRUCTED IN CONFORMANCE I,
I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 2 xb P.T. BLOCK IN BETWEEN NOTE.
16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES WITH ANSIAPSP/ICG 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL EA. STRINGER. FASTENED TOX
2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, OF 40-F AND FALLING, UNLESS APPROVED BY ARGHITECT/ENGINEER. NO INGROUND SWIMMING POOLS, 2011) P. GONG. PAD w/ 19/64" x m Q ALL DECKING SHALL BE FASTENED
REVERIE GALL OVATION FROM ARVHITEGT/ENGINEER PRIOR TO PROCEEDING. CONCRETE SHALL 13E PLACED ON FROZEN SURFACES. 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND 3-1/2" CONCRETE 56REW5 BY �'- w/COATED DECKING SCREWS BY
CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP1100 6 (AMERICAN NATIONAL "CALIBURN" (OR EQUAL) - MIN. I "DECK MATE" (OR EQUAL)
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2013) (3) SCREWS PER BLOCK O" MIN.
STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING ARCHITECT/ENGINEER. 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY
SITE. STOCKPILE ALL EXCAVATED MATERIALS. BARRIER (MINIMUM 46" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION GRADE GRADE
Ib. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE _ -
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE WHERE EVER APPLICABLE. WITH LOCAL AND STATE RESIDENTIAL BUILDING CODE5 I5 PROVIDED.
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH 8326.4.2.6 OF THE I-8"
MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. 2020 NY5 RESIDENTIAL CODE.
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS
CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. SHALL COMPLY WITH SECTIONS 8326.4.2.7 THROUGH 8326.7.3 OF THE 2020 NYS EXTERIOR HOOD STAIR DETAIL
RESIDENTIAL CODE.
20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED G-OQ2•Q
AS IN SOLID B SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x b" SCALE: 3/4" = 1'-0"
DEEP 4 3'-0" BELOW GRADE.
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PAGE:
SCALE: I/4" = I'-O" OF NEW DECK, <8' FROM
�-I O I.00 WOOD TO MATCH 1 m _ GRADE
SCALE: 3/4" = 1'-0" EXISTING ` o - 108 S.F.
!-I Li A-101m00
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PROVIDE NEW RAILING FOR
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ENTIRE DECK AS PER GORE; DATE: 06/01/23 3 OF 3
SEE DETAILS FOR DESIGN -- - --
STANDARDS J
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PROPOSED PLAN
SCALE: 1/4" = 1'-0"
FROFOSF_I7 DEC< ELEVATION
SCALE: 1/4" = 1'-0"