HomeMy WebLinkAbout51259-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUIiLDING 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#: 51259 Date: 10/08/2024
Permission is hereby granted to:
Mark E Berry
925 Donna Dr
Mattituck, NY 11952
To:
alter the existing deck addition to a screened-in porch of an existing single-family dwelling
as applied for.
Premises Located at:
925 Donna Dr, Mattituck, NY 11952
SCTM# 115.-16-9
Pursuant to application dated 08/19/2024 and approved by the Building Inspector.
To expire on 10/08/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $410.00
CO-RESIDENTIAL $100.00
Total S510.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
l�
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone 631 765-1802 Fax 631 765-9502 htt as:/lww.soritliojdto nip . ���
Date Received
AP
° I �Ilf°° � u" uu ;III �"I"
RC[E OV�
For Office Use OnlyDD
PERMIT NO. Building p Ins ecttr':
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an $L1ILDIPT(i DEPT.
Owner's Authorization form(Page 2)shall be completed. OF 50i7HOLD
Date:August 1
OWNER(S)OF PROPERTY:
... .
Name:Claudia & Mark Berry SCTM#1000-115-16-9
Physical Address:925 Donna Drive, Mattituck, NY 11952
Phone#:516-885-0082 Email:
Mailing Address:925 Donna Drive
CONTACT PERSON:
Name:Claudia Berry
Mailing Address:
Phone#:516-885-0082 Email:
DESIGN PROFESSIONAL INFORMATION:
Name:Nicholas Mazzaferro
Mailing Address:PO Box 57, Greenport, NY 11944
Phone#:516-457-5596 Email;
CONTRACTOR INFORMATION:
Name:homeowner
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑mmNewStructure ❑Addition ZAlteration ❑Repair ❑Dem olition Estimated Cost of Project:
❑Other build a roof with screens on top of deck $25,000
Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ONO
1
PROPERTY INFORMATION
Existing use of property:full time residence Intended use of property:full time residence
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.
lX Check Box After Readis"'IB: 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): Claudia Berry ❑Authorized Agent ®Owner
Signature of Applicant: �. . . Date: August 1 2024
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(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 ,20
Notary Public
N N 1 E�'' IIIIIE1'" lJII�"IIII°°°� GNU'' 1 , l"I1 IIN''
,. (Where the
h e......applicant.
is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
GENERAL NOTES:
The information on this set of construction documents is to relate basic design ELECTRICAL NOTES:
intent and framing details. They are intended as a construction aid,not as a 110.0' 52.40.40"W
wbstitute for generally accepted good building practice and are in compliance with All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include
urrent 2020 New York State Building Codes and the 2018 IRC. The general contractor installation of fixtures&specifications as indicated on plans. Light fixtures to be supplied by
- L responsible for providing standard construction details and procedures to ensure a owner and installed by contractor. GFI outlets required at bathrooms and exterior areas.Install
professionally finished,structurally sound and weatherproof completed product.
all outlets as per code. All work is to be done in strict accordance with the New York State Code
• General contractor to coordinate all subcontractors,scheduling of work and by a licensed electrician. All new switches&outlets to be Leviton,Toggle,supplied&installed
interaction between trades. by contractor. Contractor to do all hook-ups as required for bathroom fans,cooking exhausts and
3
• The contractor is responsible for ensuring that all work and construction meets provide wiring as required for gas fireplace and cooking appliances.
or exceeds current federal,state and local codes,ordinances and regulations,etc.
m
These codes are to be considered as part of the specifications for this building plan. FRAMING NOTES: z
N
• If in the course of construction,a condition exists which disagrees with that as
indicated on these drawings,the contractor shall stop work and notify the designer All lumber is to be Douglas Fr#2 or better at 16"on center
&the engineer immediately. Should he fail to follow this procedure and continue work,
he shall assume all responsibility and liability arising therefrom. 0 All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. refers to current arsenic-free treated wood standards and shall take the place of'CCA'
• The designer has not been engaged for construction supervision and assumes no 0 All TH's are to be installed in accordance with the manufacturer's specifications and shall include
responsibility for construction coordinating with these plans,nor responsibility for squash blocking web stiffeners at bearing points on girders and other load bearing areas
construction means,methods,techniques,sequences or procedures or for safety
precautions and programs in connection with the work indicated. There are no aStructural Steel ASTM A36- FY=36 KSI
EXISTING DECK-
warranties for a specific use expressed or implied in the use of these plans. • All straps,connectors,plates,bolts,nails,etc.are to be galvanized. Designated connectors,straps, cvPOSTS&SCROOFEENS
• Contractor to provide hardwired smoke detectors,with battery back up,and with etc.on these m b Sim drawings are son unless otherwise indicated. All connectors straps,etc.are to be AROUND SIDES
9 Y Y P P 7
no intervening switches,on all floors and in each bedroom.Verify with local code nailed/bolted in accordance with the manufacturer's specifications.
requirements as per Section R314 New York State Residential Construction Code.
Install carbon monoxide detectors as per code. All floor sheathing is to be 31
AC type plywood,tongue&groove and shall be glued and screwed to
mo
FOUNDATION NOTES: the floor joists(6"D.C.edges&12"o.c.field)
• Solid blocking is to be installed every 8'-0"max.or mid span of all floor joists with spans exceeding EXISTING GARAGE
General contractor to review plans,elevations and details to determine 8'-0". Blocking is to be installed at all point load bearing points. EXISTING HOUSE
intended heights of finished floor above typical grade. 0 Install double joists under all partitions running parallel
Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.fL 0 All exterior wall headers to be as indicated on floor plans§ions and all interior
Concrete shall be FC=3,500 PSI @ 28 days headers are to be 2-2"x 10"unless otherwise noted. All headers exceeding T-0"shall have a double
r jack stud with a single king stud&on exterior walls provide double sill plate(typical).
• Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 welded wire mesh
reinforcement. Interior slabs to be placed on 6 mil.stabilized polyethylene vapor Provide insulation baffles at eave vents between rafters and soffit vents as indicated
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be on plans
adequately supported by precast concrete bar supports to assure that the reinforcement Exterior flashing is to be adequately installed at all connections between roofs,walls,
is held in position during concrete placement and finishing. chimneys,projections and penetrations as required by approved constrction practices.
• Isolation joints are to be installed between the slab and the walls.Use preformed
joint filler that is to be cut 1/2"below the slab surface and the resulting joint is to be filled 110.0' N2'40'40"E
with an elastomeric joint sealant.
DONNA DRIVE
• General contractor to install cop-r-tex(or copper)sheet metal termite shields
between all wood surfaces that are exposed to concrete or masonry surfaces.
• Dampproof exterior of foundation wall with a bituminous coating;Foundation
excavation upon approval of building department inspections.
D D
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESIGN LOAD CALCULATIONS
a SCTM#1000-115-16-9
GROUND SfvOW LOAD 25 tb� AUG 1 9 2024
BASIC WIND SPEED 130 rn h MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ib5f)
Expe5ure Caeegory B EXTERIOR BALCONIES GO
BjjII,DING DEFT.
5E15MIC DESIGN CATEGORY B DECKS - 40
WEATHERING 5E\•ERE ATTICS WITHOUT STORAGE 10 TOWN OFSOMHOLD Z O
FR05T UNE DEPTH 3'-0" ATTICS WITH STORAGE 40 f 59 6 `=1"
TERMITE MODERATE TO HEAVY to C�
'','CE BARRIER REQUIRED YE5 ROOMS(OTHER THAN SLEEPING ROOMS) 40 O 0 �� NJ.MAzzAFERRo,P.E.
SLEEPING ROOMS 30 ,per S1ONN-V PROFESSIONAL ENGINEER
P.O.BOX 57,GREENPORT NY,11944
s,a�n�s4 e4au.�cema..m SHEEr NO:
r;.
SCREEN PORCH
Berry Residence S-1
925 Donna Drive
Mattituck,NY 11952
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS GENERAL WIND PROTECTION CONNECTION NOTES ?JAILING SCHEDULE
Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99
and 2018 SBC High Wind Edition Wood Frame Construction zDiswoDDr'R r:EcciuSrPuclorJt�An� c
,`.;- --: . •"�",:�`ss tale h`}:v,::�-4as •fi,f .s'-_'::
Fasteners and Connectors for Wood Frame Construction - 6i :,oESG- t!si J c ':�c5 T. <.f r:MA�Lc ipi� rz',' :4 :7.Ir�att;,SPACIN
1.A continuous load path between footings,foundations walls,floors,studs and roof
P 9 T07OP F.R?E `'70E W+iLED _ $�'Y.�fu:3_B_a PERPareft
NOTCHED RAFTER framing shall be provided,
RAFTER .. . _
. ,o-c�w:cL:3-se PCRR;,rseR
CeiUt.G JO'ST 7070P PLATE TOE NAlLD 5-^�"WA'�:3-ai PCR JOL-T
RIDGE .... ... o-c agr�:4-so PEP,J6ST _ ..
RIDGE 2.Approved connectors,anchors and other fastening devices not included in the ceiLrr`lcis-=c'r z rcc: race i�Aa® s[ET 3- EACH ihP
Standard Building Code,Section 2306 of IBC shall be used in accordance with CEIU G J015T LhP5 OVER PAF771065 FACE...SED 5E[.A iE 3.7 EAch,LAP
manufacturer's recommendations.
COLLAA TIC TO RA.__F' .. _ FACE NF!ieD SEe?A21E 6.14 PER T7E
r:*L'cv,ztc TO kAiirR .TOE ASD .'-9;' EACH EY.D
.. _ .. . .. _- . ... !!D .._ _. .. ..
Ri.S:EO!RD.. N
TO RA.�eF. EA:D e.1laLED -:1 Ed EACH E
3.Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or
subject to salt corrosion in costal areas,shall be stainless steel or hot dipped upaa:rRAMtr+c�:;,�.-;_;t:��',-., ;':•-;=..-=,.:;:.f=•.;:� .'::': �__:>.-.,.•_�-.:: ;=.-:��f:;,•�,--;;::,:''^�_:_ . :, -..galvanized. TCP Pv 7T TO TO-PATE FACE wj'ED --?GG• PEP F907
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING 9 l _ --
TOF PLa.-eS:,T,rrER=ECT;7:5 F-ee r:�Lec 4_:G� _�n:,s-e.:cr,�D[
5TVD'TO S7LD FACEFIWJLED 2•:6d 24"0+C
4.Where Windows and doors interrupt wood structural panel sheathing and siding, IH[ADeR.TO He;Dee` FSCe i1AIED i 67 5"o C ALOuG eDcEs
framing anchors or connectors shall be provided at the top and bottom of cripple studs, TOP°'E-p7 !f FL:Tom-TO 5-NM END NAILED 64 PEP. Y4 S7UD
3-1 Gd _ _ PPP.i=xG STUD
header studs,and at least one stud at each side of opening. 4_Isd reR^s55TUD
5.Ridge straps shall be attached to each pair of opposing rafters except where collar eAt OL5T.:END_JO!57,OF,5LOM—C FACE MAIM C.i Ga'- PEP FOOT
PROVIDE 1/2'SPACING ties of 1x6 or 2x4 lumber is located in upper third of attics ace and attach to each air
BETWEEN THE END STUD PP P P r.L[:oR± SttNc.�,'i•',<- •'.+ - ..,,. _ ',':. -.. -" -AND THE 2 OTHER STUDS of rafters. '
1015T TO SLL,TCP PLATE,OR GIRDER ,?OE NA"SD ,,-�- ... 4-95 PEP.-JOi__I.
RAFTER FOR ALLOWING aE'Dc Nc=o acsr Toe KAlLEp 2-80 EACH END
HOLDDOWN INSTALLATION CONNECT CORNER STUD 6.Uplift connectors shall be provided at each rafter bearing.
•• 5:0.:Kie7G TO JOiT TOE!1A,tPC _ '-;�_ r%wH END-
TO TRANSFER SHEAR - - - -
FASTEN WITH(2)16d EiACK'AG TO S;ii CR TOP PATP TO[NAILED- 3-f Gd EACH SLIXiF
TOP PLATE 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior
—� COMMON NAILS @ 6.O.C. LeDGeR s?xP70 aEA!n PACE iWiED 3-1 Ga__. EALtt.JOIST
.. .\._
corners. JOIST Jo teDS[R TO S^�;M - :TO[N+=,:-FD_ 3`3 PEP.JOIST .. .. ..
L=,tr✓JOLT
WALL STUD SIDEWALL 5At D JOFT TO SILL OR TOP FLATE
ENDWALL Tie ryn, o .... =.I G P R rooT -
8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation
with anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A ae:orsrlewrns =' =:y; -',. ;Kr :_:_,,,;::.:':•'•: : ::'.:.`•,.`: ;.'..: :%::::+I?-;.; is s.
TY_ 1CAL RAFTER TO WALL STUD CONNECTION _ SHEAR WALL CORNER CONNECTION minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 4•FEFs+,r.ET ER PDG=aot�-:G-o C_r•„T PhI EL eDGE5
STP..UOTURi�P.3LEL iy AND AT MTEP.V.[G.ATL 5UFPORT5 iN THE PAN-1 MELD
each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ INTER�nR=C.4L-tG'0.'C-Gh?Fn!Z11.tDGES AND(2':.Y
masonry foundations. Anchor bolts shall be located within 12 inches of comers and at sePRlne ATE uPPORT=: 'nE P..NeL FIELD
cpnripq not�xrperlapg 4 feet on renter FOR ROOF 5HEATMNG WI'll.4'-O•CF:HE PERh•ETER EDG[OP TY,E;`=F,NCLVDII•IG i'-O'ON EACH 51Dr VF THE Poor P_.U,,THE 4'-0•PERMETER
LPG ZoF,X A7—,ACr!ALPNT P.EOL'�g4-ENT5.5".ALL M USED.
1ST.FLOOR WALL STUD KING STUDS _ .. .._
GYPy„'i.A WAL�eOAP.D x COOLEFS -'t7i U'e/!0"r1rW F
1ST.FLOOR PLATE
CRIPPLE STUD _.._.
SUBFLOOR HEADER
SRUCTLP.'i P:,t;E15 1 I ep.CWh.f—'-f—-1
RIM BOARD t.l cx t.sl.,.7:s�.; �Ge;G°FIELD
rp
I 1 ge.�Ic•.Rmfira,"nl
JACK STUDS
DOUBLE SILL PLATE
Pi5E5OAP,D PANELS 7.1 i G" - GG - 3'EDGE•G FelO
FOUNDATION WALL =.s- _ - _ _ sa c GEiG• 1ELD
GYF5LiA W LL50ARD 50 C06LP.5 71EDGEr!o-riC.D
4`EDGE POkE-I G-O/C-G-AT PAIL ED t5 A`JD t 2-AT
TYPICAL HEADER CONNECTION HAF_-50ARD- _. .. _ _. _ sd. WTEWEWTE SUPPORTS iN ThE PANEL F ELD
1N7EP'OR'ZOAC-I G.0)c-Y-"hT P,+,t:EL EDGES AND I--'AT
sa it.�.rtWEC.,A:E SUPPOR_-:N T He FAN EL FML0
.. - .y
FLC7CPR SHehTl11NG:: .:::;'-';."-:"•r' :.. : -'•,'i: ._ .._� ...:.,r; -...sr, -,-_
1 ST FLOOR TO FOUNDATION CONNECTIONS sTRuc-UR;A P-.wPu-I^oR as G^MGe i:_rrE1D - -
evil:ng rra�rc"no are i;7d or,"nil sh;z'F.-�r 1; G:•+i. O.C.x iw F&edee ..:t s1adF ng:s-l'.3 3:roe c O.C.A r:e,' l edae ta +-
DOUBLE TOP PLATE m5her d�sr crncrt:e���d•.'a reT,:ra„c+a for a:uc��l mcr,.!+ers o-yli h t a•kc,or AI e a
3/B"PLYWOOD SPACER TYPICAL HEADER Per,,:teed!:be reds,«d to s_:G6 v:t.F..t.
OR AS PER PLANS
MTS24C RAFTER TIE
BY SIMPSON OR EQ.
TYP.AT WIN.HDR.
WOOD HEADER/WOOD BEAM
�R/ly c REFER TO FLOOR PLAN R.R.AT 16"O.C.AS PER PLANS
W (2)2"x6"JACK STUDS
2"x6•KING STUDS DBL.TOP PLATE AT
HEADER DETAIL (TYP TO BOTH SIDES) SECOND FLOOR OR
AT SINGLE STORY
NOT TO SCALE
1 1/4"X24"20 GAGE
DBL.2X6 TOP PLATE HEADER STRAPS TYP.
TYR AT 2ND FLR.EXT.
NEW
�I WALLS
USE Bd COMMON NAILS @ 6" sae 2X6 WALL FRAME @16"O.C. O SCTM#1000-115-16-9
O.C.AT FIELD AND 4"@ *�E ft,1'
EDGES-REFER TO PLANS
aP FOR DESIGNATED AREAS 1 1/4"X24"20 GAGE CJ •MI� 0'Q,f
2X6 BLOCKING TYP. JACK STUD STRAPS TYP. 0� r
AT SEAM AT ALL AT 2 SIDES OF OPENING
BLDG.CORNERS y1 +
2X6 WD STUDS AT RIM JOIST Q
16"O.C.TYP.
_ 1/2"COX EXTERIOR GRADE
PLYWOOD SHEATHING TYP. 1 1/4"X24"20 GAGE �
HEADER STRAPS TYP. = NJ.PROFESSIONAL
ENGINEER
P.E. °d°
I RIM JOIST AS PER PLANS AT EACH STUD �a �� 05700 �\ PROFESSIONAL ENGINEER
�... v.a IM•1'a'
REMOVE EXISTING SHEATHING �� P.O.sox n,GREENPORT NY,u9a4
"`" sxESTNo:
If SCREEN PORCH
WALL/HEADER AS REQUIRED TO APPLY STRAPS �FESS100P. °'""''" RGi
NOT TO SCALE Berry Residence S-2
NAILING DETAIL(ELEVATION) 925 Donna Drive
NOT TO SCALE Mattituck,NY 11952
F7]
Fu
2x10 RIDGE EXISTING DORMER
SIMPSON CS20 &WINDOWS TO
BOLT ALL CT TO RR /2-1"CB CONNECTOR @ REMAIN
SIMPSON H7 CONNE OR EACH RAFTER �..
12 4
EH
lx6 AZEK FASCIA,CE TER o.l -�
BEADED VENTED VINYL ')vr,CT nn 1A
SOFFIT
REMOVE EXISTING OVERHANG
IN AREA OF NEW SCREEN ROOM ! 3-2x8"HEADER
CONTINUOUS AROUND ROOM
4x4 POSTS,WRAP
FINISH W/AZEK
o i
FMSTING
i
i
i
i
DECKING
STRUCTURE TO REMAIN
0
SIMPSON ABU44
CONNECTOR(TYP)
4x4 ACQ POSTS CARRIED
THRU DECKING TO 12" _ SCTM#1000-115-16-9
POURED CONCRETE PIERS BACK ELEVATION / SECTION OF
w/SPREAD FOOTING *AE ENS y
3'-0"BELOW GRADE
O
Q' N.J.MA2ZAFERRO,P.E.
PRO
ONAL ENGINEER
P.O.BOX
GGRMPORT NY,11944
swe:u•-ra
i' E`er 0. 0
nam.sssn au¢:�ysw�.� 5"EET NO:
SCREEN PORCH
R��E$$�Q�'► Berry Residence A-1
925 Donna Drive
Mattituck,NY 11952
•3
NEW ROOF
ALL AREAS OF
EXISTING HOUSE
_ z
TO REMAIN
' NEW SCREEN PANELS
NEW POSTS
EXISTING DECK
TO REMAIN
SCTM#1000-115-16-9
SIDE ELEVATION OF ew}0� � a�
0
�wN.J.MAZZAFERRO,P.E. 06Q8"'
Fj PROFESSIONAL ENGINEER .._.,N..,..,.
\- 57d P.O.BOX 57,GREENPORT NY,11944
�r �O? ssmsssa eanmm,�pm� SHEET NO:
SCREEN PORCH
Berry Residence A-2
925 Donna Drive
Mattituck,NY 11952
FLOOR PLAN
zo._Z-
STUD FRAME GABLE
__ _ __ _ __ ___ ROOF LINE END WALL ABOVE HEADER
EDGE OF;EXISTING DECK T
I
I
o I
I Ln I
I
o 2x8 RR @ 16"OC j
z 4: 12 PITCH
I � I
j o
2x6 @ 16"OC
J
a Y-0' ABOVE DECK
j W Lu I
4x POST, BUILT OUT&
j a SCREEN PORCH WRAPPED w/ 1x TO FINISH
Y on existing deck I PO CARRIED THRU DECK
Ll TO NEW 12'0 PC FOOTING
EXISTING STAIRS I a Y AREA OF FLAT j 36'BELOW GRADE
TO GRADE I al- uw CEILING THRU TY ICAL OF ALL SHOWN
I 3 o CENTER
rx z: j
I rn �' X
j I
j 2x8 RR @ 16"OC
4 : 12 PITCH I EXISTING STAIRS
existing deck i j TO GRADE
j
EXISTING HOUSE-
STRUCTURE, FINISHES,
WALLS,DOORS,WINDOWS,
ETC.ALL TO REMAIN
SCTM#1000-115-16-9
•. ���OF Ew
r ,
�.5'• 'fit' '�� _
{�--- 'O N.J.MAZZAFERRO,P.E.
Z
h r PROFESSIONAL ENGINEER a�=,v,•.,•.�•
P.O.aoz n,caEwvoar rvv.==sw
'a (` s,s.nsss aua mo+�mm g1EEr NO:
A��FE woo SCREEN PORCH
Berry Residence A-3
925 Donna Drive
Mattltuck,NY 11952
FOOTING PLAN
20'-2" NEW 4x4"POST ON 12"PIER
w/POURED CONCRETE SPREAD
FOOTING,MIN.36" BELOW GRADE
EDGE OF EXISTING DECK
18'-11'h"
7Y,"
uJ
i EXISTING 2X8 ACQ DJ
@ 16"OC TO REMAIN m 0
O'
v
a
c�
I z
4
X
tL
EXISTING STAIRS
(DD
� ❑ ZD
TO GRADE Ln
i�
w O'
p Q
U Z
a F-
Q j< co
w EXISTING ZX8 AC D]
z @ 16"OC TO REMAIN
� STING STAIRS
i EXISTING 2X8 ACQ DJ X TD GRADE
@ 16"OC TO REMAIN Lu
EXISTING HOUSE-
STRUCTURE, FINISHES,
WALLS, DOORS,WINDOWS,
ETC.ALL TO REMAIN
OF rEw SCTM#1000-115-16-9
z —0
N.J.MAZZAFERRO,P.E.
PROFESSIONAL ENGINEER
P.O.BO%n,GP.EENPOKr NY.11494
�OFESSIv' s,nmssss Eru��mmmsusn SHEET NO:
SCREEN PORCH
Berry Residence A-4
925 Donna Drive
Mattibick,NY 11952
SSeSsovs
5Z2
59
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