HomeMy WebLinkAbout51989-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51989 Date: 06/11/2025
Permission is hereby granted to:
Christopher Taylor
18 Deer Trl
Ramsey, NJ 07446
To:
construct an accessory outdoor shower and to finish the existing basement of the single-family
dwelling as applied for.Two CO's required simultaneously.
Premises Located at:
242 Maple Ln, Greenport, NY 11944
SCTM#35.-5-5.3
Pursuant to application dated 05/02/2025 and approved by the Building Inspector.
To expire on 06/11/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $125.00
CO Accessory $100.00
Single Family Dwelling- Alteration $722.50
CO-RESIDENTIAL $100.00
Total SIL,047.50
Building Inspector
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) 765-9502 litt s://www.sotillioldttow by . ,roar
Date Received
APPLICATION I I
For Office Use Only
PERMIT NO. Building Inspeetca�r.,
is
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.
t
k m�d
Date:5-2-25
OWNER(S)OF PROPERTY:
Name:Speonk Land Development LLC SCTM # 1000-035.00-05.00-005.003
Project Address:242 Maple Lane, Greenport, NY, 11944 7
Phone#:631-512-4522 1 Email:monumentalproperty@yahoo.com
Mailing Address:3080 Route 112 Suite B, Medford NY, 11763
CONTACT PERSON:
Name:Christopher F. Dwyer, Associate, LKMA
Mailing Address:437 South Country Road, Brookhaven, NY, 11719
Phone#:631-286-8668 Email:cdwyer@lkma.com
DESIGN PROFESSIONAL INFORMATION:
Name:Robert A. Steele, P.E., Executive Vice President, L.K. McLean Associates, P.C.
Mailing Address:437 South Country Road, Brookhaven, NY 11719
Phone#:631-286-8668 Email:rsteele@lkma.com
CONTRACTOR INFORMATION:
Name:Oasis at Mattituck Corp.
Mailing Address:3080 Route 112 Suite C, Medford, NY 11763
Phone#:631-767-4807 Email:peter@modernagehomebuilding.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
OOther Proposed Outdoor Shower and Finished Cellar $20,000.00
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes El No
1
PROPERTY INFORMATION
Existing use of property:Single Family Residence Intended use of property:Singe Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_4 this property? ❑Yes �No IF YES, PROVIDE A COPY.
8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Christopher F. Dwyer IRAuthorized Agent ❑Owner
Signature of Applicant: Date: 5-2-25
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Christopher F. Dwyer 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 Wore me this
day of4, ® 20 Z S
Ndtary Pub Ic
N07AR4 1,S--1r
(Where the applicant is not the owner) SAURU t 10
Christopher F. Dwyer residing at 437 South Country Rd,
Brookhaven, NY do hereby authorize Christopher F. Dwyer to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
f , 5-2-25
Owner's Signature Date
Print Owner' Name
2
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ANNA GIAINARIS 2012 REVOCABLE TRUST & N/F
JOHN GIANNARIS 2012 RE`vL7cA$LG TRUST ANNA &7ANNARIS 2012 REVOCABLE TRUST &
JOHN GIANNARIS 2012 REVVCABLE TRUST
GRAPHIC SCALE
REAL PROPERTY TAX MAP 30 0 15 30 60 120
' SSeSS41� S� qq
----- --- --- 3 S--S Sr 3
235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER
DECK STRIP FOR
EAVES LE55 THAN 20' ABOVE GRADE J
ABOVE No. 15 ASPHALT FELT UNDERLAYMENT[Ra05.1.1] OL
TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 d
SELF-ADHERING POLYMER-MODIFIED
BITUMEN IGE SHIELD BARRIER [Rg05.1.2] O
24" INSIDE EXTERIOR HALL LINE FOR 2:12 < &i 12
EXlu
TERIOR WALL LINE FOR > 8 12OSLOP S SLOPES
V V its
1/2" STRUCTURAL PANEL SHEATHING [R803.2]
R-3G N
CLOSED-CELL SPRAY FOAM (SPF) INSULATION
91 AS REQ'D FOR PIPE CLEARANCE 3 I/2" jj () Z
z
LL
32'-II
x SOLID WOOD BLOCKING Z
6" HA DR IL R3I .'7.8 = w N O
N
D 15 RISERS -> 10?
CEILING JOIST <HVAG NOTE: N Q 1
A DAIKIN 2-TONNE MULTI-ZONE HEAT PUMP N MEGH. RM DRIP EDGE FASCIA
2.8.5] tr <t v
Ix8 WOOD FASCIA
- ,,� SYSTEM TO BE INSTALLED TO EXCLUSIVELY UNFINISH
e _ ,i SERVICE THE FINISHED BASEMENT ZONE. THE 1/2" GYPSUM WALLBOARD } - ry
LOCATION OF INDOOR OUTLETS AND (2)_3oba SOFFIT VENT w
j OUTDOOR UNIT TO BE DETERMINED BY DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID Lu
CONTRACTOR IN FIELD. FINISHED GELLAR MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER
z MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND r(1
MIN. Il SEER, q HSPF VERIFY 36" MNIMUM AGGE55 Q AREAS AND TO RESIST A MINIMUM 28 psf U I
j CLEARANCE IN FRONT OF SUCTION LOAD (EXPOSURE B) OR 40 psf
EQUIPMENT THROUGH OPEN w (EXPOSURE G). 7-
EXISTING STEEL COLUMN DOORWAY [MI401.21E3405.2] j
(TYPIGAL-6) I
I a68 :p
cv (�
PLASTIC HOUSEWRAP INSTALLED UNDER FOAM
i
INSULATION. INSTALL AND TAPE ALL SEAMS PER V /S OR 6 G OS T MANUFACTURER'S INSTRUCTIONS [R-705.2]
GL LIN I 2a6e 2x4 WALL STUDS AT 16" D.G.
N R T IR R-15 UNPAGED FIBERGLASS GATT INSULATION R-5 I-INGH THIGK EXTRUDED POLYSTYRENE (XPS) O
_ Ia6a
I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING
_ _.�1L w S GAP-HEAD NAILS WITH A MINIMUM
R-13 2' GLO5ED-CELL SPF INSULATION
PENETRATION;SPACED 12" O.G. PERIMETER AND
UNEXGAVATED - DDI 2°68 tX �p NEW 2x4 FRAME WALL AND (ALSO AT RIM JOIST IN SECOND I6" O.G. FIELD.
20 cfm GONT. Q OTHER PROPOSED CONSTRUCTION FLOOR PLATFORM - NOT 5HOWN) I/2" STRUCTURAL PANEL SHEATHING
J BATH TO ERV Lu (TYPICAL-IN BLUE)
[M1505.41 Q
_ w 3/4" STRUCTURAL PANEL 5UBFLOOR
w cv 2x SOLE PLATE
s 31/2" a- d
2x BAND JOIST
SANITARY WASTE DRAIN PIPE
w 2x6 PRESERVATIVE TREATED SILL [UC2]
UNDER SLAB j O FLOOR JOISTS
XSHOHER
COPPER TERMITE SHIELD
2868 OVER SILL SEAL
2e6a (2)-2668
" EXTEND SIDING TO WITHIN 12" OF FINAL
j• _.. -_______ __-_-_W._._ GRADE FOR HISTORIC DISTRICTS
= UTILITY RM - I/2" GYPSUM WALLBOARD
UNFINISHED - Oi CLOSET r
o WATER SERVIGE-RISER FINISH GRADE
zJ
DECK 24" DEEP SHELF (—
ABOVE W` - 1/2" GYPSUM WALLBOARD z O
2 x 4 FRAME WALL WITH _� N w (n w m Z
PRESERVATIVE TREATED E: v Z ly w z
BOTTOM PLATE 00 w r O } J ,t O W
SEWAGE EJECTOR PUMP t2" SPACE f J N Q caa Z Q (n Q - d) Z Z
PROPOSED FIN15HEE�) CELLAR PLAN (DO NOT COMPRESS INSULATION) Q - a J N V
dw Y-, -'� � � z d) OLz
SCALE: 1/4" = 1 ft
ADDITIONAL BLANKET INSULATION TO 'v Q `Q v W Q w < -I m a
COVER ENTIRE WALL O w (t - > <
-- - ----- ------ ---- -- ---- --- - - ------ -------- O v IY!Y p O w Q nnO,, } d
nww Q0LL� µ �p4 Q WATER d MOISTURE RESISTANT Q O IL <Q T O
COMPOSITE WOOD BASEBOARD z
BOTTOM OF WALLBOARD SHALL BE 3/4" _~r O) O J-]
ABOVE SLAB FLOOR FOR MOISTURE BREAK Q - _ 0
O x
--- `Q o - 'C►,
ROOF
I
4" P.G. FLOOR SLAB
I POURED CONCRETE FOOTING 0�- N�wy
I - -- -- - - - - - - - - - -I _ _ _ 6 MIL POLYETHYLENE FILM ON UNDISTURBED SOIL [R403.1]
r I> CONTINUOUS UNDER 5TEMWALL * ICU¢ U
1. b �.
Ir CEILING - �, ey
_ _ ' O 'Os l� T`rF I GAL. 1�l L.L 5 GT1 O1� �32 Flo llcF
�- _ I LAUNDRY >I k - - - - FAMILY BATH SCALE: NTS ss�on \���R�'
MASTER BATH y /- - '- -y�- - I - - - - -y� - - - - � I �I I - - - - - � AL DIG
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12nd FLOOR I I _ _ --- -�
- JL ----------
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LAV. I I DI I < W < O
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1-1/2 W 3" W I I 2" W ry
I G.O. 2" W 3 W I 3 W G.O. p w Z =
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CEILING ----------------- (�
BATH
4 I - - - - - - - - - - -�- - - - - �— IL
IL O
tL
I 4" W I G.D. m
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TO APPROVED i HOUSE TRAP I I LfiI PLUMS I NO RISE U I AORAM
SANITARY SYSTEM I WG (
LAv. SCALE: NTS DATE: 5EPTEMBER 2023
I
I I
PROP05ED
I I FINISHED CELLAR PLAN
i
)�;;;e
� I SHOWER
BASEMENT FLOOR
2 W 3 w I V2 W DRAWING NUMBER
Li3„ W 2„ W
SEWAGE EJECTOR PUMP INSTALL WASTE LINES UNDER SLAB AND REPAIR CONCRETE SLAB AA === 2
m � � o
235# ASPHALT SHINGLES;MIN. (4)-FA5TENERS PER
STRIP FOR EAVES LESS THAN 20' ABOVE GRADE Z
[RgO5.2.6] <
DL
No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1.11 (�
TWO LAYERS 2:12 TO 4:I2 SLOPES;ONE LAYER > 4:12 Q v
5ELF-ADHERIN6 POLYMER-MODIFIED ts)
BASEMENT WINDOW SPECIFICATION BITUMEN ICE SHIELD BARRIER [RG05.1.2] O W
: 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < b:12 SLOPES v v
ANDERSEN 100 SERIES CASEMENT 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES
GLASS AREA: 5.6g sf;VENT AREA: 5.q2 sf O Qw '
GOLOR: BLACK i/2" STRUCTURAL PANEL SHEATHING [R803.2]
GLASS: INSULATED LOW-E ARGON R-3q CLOSED-GELL SPRAY FOAM (SPF) INSULATION 0)
U=0.28 SHGG=0.28 DP RATING=40 Q
CLEAR OPENING AREA: 4.33 sf - NON-EGRESS W w Z
N
W
24'-4" 37-4 SOLID WOOD BLOCKING 0 `i) , \
WINDOW WELL 7'-5 1/2" 14'-8 1/4" (() N J
8" CONCRETE STEM WALL ON N —
16" x 8" P.G. FOOTING
2x8 [UG3B] P.T. LEDGER
PROVIDE FALL PROTECTION � O O
--- GEILIN6 JOIST \
-- -- - I I/2 m x 4 GALV. LAG SCREWS AT ib" O.G. m
(TYP-3) f P.G. FTG STAGGERED [R507.q] Q i Oi
4'-b" L-------___- ___-- III 4'-b" DRIP EDGE [Rg05.2.8.5]
BASEMENT ENTRANCE STAIRS I- 7 I- Ix8 WOOD FASCIA
8" REINFORCED CONCRETE RETAINING WALL r I -- -- r I/2" GYPSUM WALLBOARD } - N '�
(2)-2xI0 P.T. GDR SOFFIT VENT
#4 REBAR AT 12" ON-CENTER EACH WAY I _ _ I L _I�- `? _ _
STANDARD HOOK AND LAP INTO 16' x 8" P.G. . o DECK L I I DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH R1610
FOOTIN6. 2" MIN REBAR COVER I I c0 m i I c0 MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER
OG I I m �- ABOVE `;� I I DI I m AREAS AND MANUFACTURTO RE515TRA MINIMUM 28UCTIOS FOR Hpsf-WIND
r - Q_ SUCTION LOAD (EXPOSURE B) OR 40 psf
(EXPOSURE G). (�
- - - - -_-
= r[_ 236GASEMENT - - - - - - ^ - - - - - - - - - - - - - - - - - - - - - - - -2636GA5EMENT ,WINDOW 10" POURED CONCRETE FOUNDATION STEM WALLII' T VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. WINDOWPLASTIC HOUSEWRAP INSTALLED UNDER FOAM
6Y1Y4" TO 43/4" CONCRETE COVER FROM INSIDE FACE I INSULATION. INSTALL AND TAPE ALL SEAMS PER
HORIZONTAL REINFORCEMENT: #4 REAR AT 18" O.G. NOTE: I MANUFAGTURER'S INSTRUCTIONS [R703.2]
- - - - - - -� TOP BAR WITHIN 12" OF TOP OF WALL I 2x4 WALL STUDS AT ib O.G.
= HOLDOOWNS ARE I R-15 UNFACED FIBERGLASS BATT INSULATION
-I UPON 24" x 12" Ht CONTINUOUS_P.G. FOOTING L_ _ R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS)
-- - -- =I EMERGENCY ESCAPE d RESCUE OPENING MINIMUM 3'-O" BELOW 6RADE NOT REQUIRED FOR I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING
6" HA DR IL R311.1.8 GONG PLAT _ .�[R3101 s THIS FROJEGT. I GAP-HEAD NAILS WITH A MINIMUM 3/4"
AND STEP5 I - o I R-13 2" CLOSED-GELL SPF INSULATION PENETRATION;SPACED 12 O.G. PERIMETER AND
o D 15 15 R5 -> 0 8 - - I6 O.G. FIELD.
3 6 GELLAR = ® I 5T IN SECOND
FLOOR PLATFORM SO AT RIM I- NOT HOWN) O
ORYWELL I _ 4" P.G. SLAB N F I �, 1/2" STRUCTURAL PANEL SHEATHING
6A5 CONDENSING BOILER
LL NAVIEN NHB-150 OR APPROVED EQUAL I r[\
=I (- 3/4" STRUCTURAL PANEL SUBFLOOR `J
O DIRECT VENT CATEGORY IV I 2x SOLE PLATE
I x ZERO CLEARANCE I
2x BAND J015T
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - INSTALL IANUL LISTING, NFPA54AND —
N i F 23'-6" -I AFCO ZIP MODEL 4X MANUFAGTURER'S INSTRUCTIONS I -� X ,- 2xb PRESERVATIVE TREATED SILL [UC2]
I 4"0 STEEL COLUMN z I Lo.
((��
Q I _I ON 2'-6 6"x2'- "xl2" DEEP P.G. FTC. Q FLOOR JOISTS
w/(3)-#5 REBAR EACH WAY 0.) COPPER TERMITE SHIELD
(TYPICAL-4) (3)-1.75 x 11.875 LVL GDR wI� I OVER SILL SEAL
O I -1 (ENGINEERED DESIGN) w I IEXTEN 'I `\
= I I I GRADED FOR H15TOR16 DISTRICTS NO TO HITHIN 12" FINAL LL.i
I w I = [- - 7 i- - - 7 i- - - -] I- -- -] WOOD SILL PLATE TO FOUNDATION ANCHORAGE
O iv _I 7-O' 7'-2 7'-2' 7'-4"
Ioo
MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT
GREATER THAN b FEET ON-CENTER EMBEDDED ((�
m I I Q O I = I BEAM POCKET L - _ _I L J L - J L I I Q NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE `1
z Q _ I o I m CELLS OF CONCRETE MASONRY UNITS. THE
(TYP-2) cv I I BOLT5 SHALL BE LOCATED IN THE MIDDLE THIRD
OF THE WIDTH OF THE PLATE. A NUT AND W
11 ,
__ _- - N ( HAHOR
SHER
THERE SHALL S HALL BE NOTED EWER THAN EACH N TWO �Iu 1�I m W V
O =� SANITARY WASTE PIPE I I I - z O
(3)-2X10 FL HDR (3)-2x10 FL HDR I I BOLTS PER PLATE SECTION WITH ONE BOLT b J a.w m Z IV
L- LOCATED NOT MORE THAN 12 INCHES OR LE55 z I- V w i Z
UNEXGAVATED I -( I LD I J I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH tl $ U� (Y Z W -
N - N - _ `? I AFGD ZIP MODEL 4X END OF THE PLATE SECTION. WALLS 24 INCHES r; } N �- O I W
Q - o (X 4"m STEEL GOLU�(N I TOTAL LENGTH OR SHORTER SHALL HAVE NOT tY o z,N Q z - 0p Z w
I -a I IO =I 10 of (V ON 2'-O"x2'-O"x0" o I 10 FEWER THAN ONE ANCHOR BOLT LOCATED IN THE Uj Q }' t� O
I N =I 0 I thtF(FH
DEEP P.G. F-G. �p I I CENTER THIRD OF THE PLATE SECTION AND W O - 0.z LU
_I w I - (TYPICAL-2) - I _ - SHALL BE ATTACHED TO ADJACENT WALL Q QQLu NL m I CD Q Z r- Z
w z - -a p Q TABLE R602.30). (Y Q- �- <_j w I =I o - < I I _ PANELS AT CORNERS A5 SHOWN IN ITEM g OF Q U �22< W dJOz tL x u i-
O w I -, I R-11 BASEMENT WALL BLANKET INSULATION 0.0 v 0. p W Q- >Q p I - N w I I I I 10" POURED GONGRETE FOUNDATION STEM WALL w Q Ul� , �Q V ON CS d
Q O _I DE-MO DOOiz AND WALL WHER SHOW1� I Q Q I VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. Q M -� p " O 5: Z(IN GREEN- YPIGAL) v z I I I V4" TO 43/4" CONCRETE COVER FROM IN51DE FACE ms d
I HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. zQ I _ I DECK LATERAL CONNECTION [R507.g.2] I - I O TOP BAR WITHIN 12" OF TOP OF WALL U_ W
SIMPSON DTT2 I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING d INSTALL IAW MAWFAGTURER'S I MINIMUM 3'-O" BELOW GRADE
SPECIFICATIONS
- (TYPICAL-6) EXPANSION JOINT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -] - •—
WATERSERVIGERISER - - - - - - o
4" P.G. FLOOR SLAB
N I - - - - - -- -- --
DECK -- -- --
IN I I pF NE6'y
(2) 2x10 FLUSH I - (2)-2K10 FLUSH - �G
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -L L - -- - - - - -J r- !- - J ABOVE o L — -I L - - - - - - - J -1-I = ;]J� POUREDGONGRETEFOOTING P� 1. � �
� ON UNDISTURBED 501E [R403.1] CO
N 6 MIL POLYETHYLENE FILM
I I dJ � -�•---- - II CONTINUOUS UNDER STEMWALL
L - - - - - - - - - - - - � - - - - - - - - - - - J r ����r ✓, U
24'-4" 2'-q" q'-2" 2'-q" (Z 8'-0" 2,_g g_2
2x8 [U636] P.T. LEDGER _ `_.`';
1/2"� x 4" GALV. LAO 5GREW5 AT 16" N `o�h' .o �`�32 140 Q��
O.G. STAGGERED [R507.g] TYf'1 GAL EX I ST I NO NALL SECTION 4�
_ _ _ _ _ _ SS�0,1'AL Cn!G`NC�('
I— 7 F -1 I— —I - _- I— —I I- —I SCALE: NTS q C
I ® (2)-2x10 GDR � �--_ -_ � + +_ � _- _-�- (2)-2x10 GDR � I LOZJ
-- ----- -- -- --- ------ -- -- - -- - - -- - ---- -- -- ------ -- - DELIVERED APR b 3
L _ L _ J L _ L _ J _ IL _ J L _ J L _ J
P.G. FTC,
7'-a" m
2" m0
O � 1w,
24'-8" 7'-O" 6'-6 3/16" g'-1 3/4" 8'-O" 7'-0" Ui O
O
4"x4" [U64B] PRESERVATIVE TREATED P05T WITH GALV. METAL POST BASE ANCHOR ON i
O � Q �
12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON
24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM
MAXIMUM SUPPORTED LOAD AT 7' DE516N DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-q) lam- Ifim Z Z m
(ENGINEERED DESIGN) M
O ILI w
X I JT I I`iO FOUNDATION FLAN STRUCTURAL DESIGN NOTE iu W D_ O 7—
SCALE: I/4 - I ft lu i_ � L
In accordance with the 2020 RGNYS; structural T kD rr��
elements such as en ineered wood, steel and V
steel/wood composite columns, beams, headers and X z N
girders that: 1- -1 N
ow z —
1) resist gravity loads, and v W
2) are not contained in the prescriptive design
provisions of the 2020 RGNYSIL
Q O
O
were designed in accordance with m
ANSI/AWG ND5-2018 with 2018 supplement,
Structural elements such as walls and fenestration
that:
DATE: 5EPTEMBER 2025
1) resist wind loads, and
2) are not contained in the prescriptive design EXISTING FOUNDATION PLAN
provisions of the 2020 RGNYS TYPICAL WALL SECTION
were designed in accordance with ASGE 7-16 wind —
provisions and acceptable engineering practice. DRAWING NUMBER
where such elements occur in the plans, they are
annotated "ENGINEERED DESIGN." AA ==