HomeMy WebLinkAbout52850-Z TOWN of SOUTHOLD
E
BUILDING DEPARTMENT
t S►OUTHOLD, 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#: 52850 Date: 04/09/2026
Permission is hereby granted to:
Nofo Nds LLC
c/o Vito Ta n zi
Manhasset, NY 11030
To:
Construct additions and alterations to an existing accessory garage as applied for.
Premises Located at:
12600 New Suffolk A►ve, Cutchogue, NY 11935
SC■M# 116ir6-13
Pursuant to application dated 03/25/2026 and approved by the Building Inspector.
To expire on 04/08/2028.
Contractors:
Required Inspections:
Fees:
Accessory-Addition/Alte ration $791.00
CO Accessory Structure $100.00
Total $891.00
Building Inspector
n ry mvey w n» r w
- ----------
TOWN CIF'SOUTH OLD--BUILDING DEPARTMENT
w� Annex 5437 Main Road P. 0. Box 1179 Southold Y � l 1 � 0 5 r
Town Hall 4 0
'J 1*:,*OpTelephone (631) 7 5-18C12 �`ax(631) 765- 5 2 / vvy,� � � l It ��1 `��� �°
qq
Cate Received
,w
APPLICATION FOR BUILDING PERMIT
Lf
�I
For Office Use Only
'20,26f
L6
FN- ,,141PERMIT NO. 0
Building lnspector� ......_.__�� .
AZ
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:02/17/2026
OWNER(S)OF PROPERTY:
Name:NOFO NDS LLC - C/o Vito Tanzi SCTM#1000-115-06-13
Project Address: 12500 New Suffolk Avenue, Cutchogue, NY 11935
Phone#:917-757-5569 Email.
Mailing Address:
CONTACT PERSON:
Name:Gary Steinfeld/West Creek guilders
Mailing Address:PCB Box 255, New .Suffolk, NY 11955
Phone#:531-334-9205 Email:gary@westcreekbuilders.com
ar @westcreekbuilders.com
DESIGN PROFESSIONAL INFORMATION.:
Name:Condon Engineering, P.C.
Mailing Address: 17,5,5 Sigsbee Road, Mattituck, NY 11952
Phone#:631_2gg_1 gg5 i Email.
CONTRACTOR INFORMATION:
Name:West Creek guilders
Mailing Address: PO Box 256, New Suffolk, NY 11955
Phone#:631-334-9205 Email:gary@westcreekbuilders.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project:
17-1 Uther 150,000
Will the lot be re-graded? ❑Yes 5RNo Will excess fill be removed from premises? ❑Yes R No
1
PROPERTY INFORMATION
Existing use of property:,Sin gle Family Residential Intended use of property:Single Family Residential
Zone or use district in which premises is situated.-, Are there any covenants and restrictions with respect to
R4, this property? ElYes 50 No IF YES, PROVIDE A COPY.
El 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):Gary Steinfeld, West Creek Builders ®Authorized Agent Downer
m.
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF
'Gary Steinfeld being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
Nhe is the gent
(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/h 'n,wledge and belief;and
that the work will be performed in the manner set forth in the application file therewi,
S"worn fore me this
..........AA
wday of f(A 20
Notary Public
Rtcha,rdD,Noncarmw
Notary PlublifiC, State
PROPERTY OWNER AUTHORIZATION Noo,ofW6E94io6
Ouafified,In Suffolk Cou
(Where the applicant is not the owner) My Corriml,,,sSion,Expires June 21
it Tani, NOFO NDS LLCI residing at 12600 New Suffolk Ave, Cutchogue, NY 11935
do hereby authorize Gary Steinfeld, West Creek Builders to apply on
my behalf to the Town of Southold Building Department for approval as described herein.,
Owner's Signature Date
[Vito Tanzi, NOFO DS LLC
Pr
Print Owner's Name
2
4 i�P
s
�P
I
Town Hell Annex `�
Telephone(631)755-1802
54375 Main Road � Fax(531)7W95502
P.o.Box 1179 d °f.
I „
Southold,NY 11971-0959 l
i ,
I j"
qY,k q k;,
4 1➢
BUI,LDINGDEPARTMENT
NOTICE, �IT � LION of Tess P N' �CTl N� P II
D CONS TIo A D I T E �oNs��� oN l
Date; 02/17/26
Owner: NOFO NDS, clo Vito Tanzi
Location of Property: 12600 New Suffolk Ave,Cutchogue
Please take notice that the(check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
x Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
x Pre-engineered wood construction(PW)
Timber construction (TC)
in the following location(s)(check applicable line):
Floor framing, including girders and beams(F)
Roof framing (R)
X 'door and roof framing (FIR)
Signature:
Name (person submitting this form): Gary Steinfeld,West Creek Builders
Capacity(check applicable line):
Owner
X Owner representative
TrussReq 15.docx Effective 1/1/2015
8
51TE DATA LOT COVERAGE PROJEGT DE5GRIPTION & NOTE5 DE5167N CRITERIA
5CTM# 1000-116-06-13 LOT AREA PROPOSED ALTERATIONS 5aUARE FOOTAGE: 1306 5F
PROPERTY: 12600 NEIN SUFFOLK AVE TOTAL LOT AREA 80,12q 5F 1.853 AC. (TO TIE LINE) EXPAND DORMERS TO 80% OF ROOF WIDTH AND UPDATE EXISTING
CUTCHOGUE, NY 11 q35 5TRUCTU RE TO MATCH MAIN HOUSE VISUALS TYPE OF
OWNER: NOFO N05 LLC LOT COVERAGE CONSTRUCTION: SINGLE FAMILY
ZONING: R40 EXISTING FRAME RE51DENCE 5,430 5F -NEW ROOF DORMERS EXPANDED TO 80016 OF ROOF WIDTH CONVENTIONAL LIGHT FRAME
WOOD DECKS 1,315 5F -REMOVE EXISTING CANOPY AT GARAGE DOORS WOOD CONSTRUCTION
SURVEYOR DETACHED GARAGE 113 5F -NEW 510ING
SITE PLAN BASED ON SURVEY BY; POOL & HOT TUB 1,134 5F -NEW WINDOW5 AND DOORS DE51ON CRITERIA:/��
NATHAN TAFT CORWIN III LAND SURVEYOR ASPHALT DRIVEWAY 1,015 5F -REPLACE GARAGE DOORS WITH SLIDING GLA55 DOORS NY5 2025RE51DENTIAL CODE R301.2.1.1 AND UTILIZED METH005 AND PROCEDURES
1556 MAIN RD, JAM ESPORT, NY 11 q47 -NEW SLATE & 5TANDING SEAM ROOFING STIPULATED IN CHAPTER 2 ENGINEERED DE51ON AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE
DATED SEPTEMBER 26, 2022 TOTAL LOT COVERAGE q,?q0 5F 12.13% -ADD INTERIOR STAIRWELL WALL5 2015 AMERICAN WOOD COUNCIL (ANC) WOOD FRAME CONSTRUCTION MANUAL (2018 WFGM)
FOR ONE AND TWO FAMILY DWELLING UNITS AND A5CE 7.
GROUND SNOW LOAD: 20 P5F
ROOF & ATTIC: 20 P5F L.L.
P5F D.L.
15T & 2ND LIVING LEVELS: 40 P5F L.L.
• � ; 15 P5F D.L.
WIND SPEED: 135 MPH A5CE-'l MWFR5-METHOD 2
SEISMIC DESIGN CATEGORY: B
PROJECT
WEATHERING: SEVERE
SITE
FR05T LINE DEPTH: 3611
r , { TERMITE: MODERATE TO HEAVY
a � DECAY: SLIGHT
ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER
SUFFOLK COUNTY, NEW YORK
� � O
yyp � sir l o2 5,00LOCATI N MAP z
N.T.S. (h mrn ti o
Rp E$ CONC. ON. N/0/�
!� l P sr5 ED/TH WEBS. "REED
TER-FREED
; �/ PROP05ED RENOVATIONS
'
� 2
� vo
p°FE"�� -TR EX15TINC-7 DETACHED GARAGE
_ R rrD rn
�
FOOTPRINT TO REMAIN rn A
U
II ~� /'� '90 7' Ale `� - / L6
XIST//y / / _ --_/_ ry \ / CHAIN LI 54.27b� I
NK FSNCS ^'rn
'J•/ �� ' � �' � / � o/ � / � �
t1is, -7
o
p� O -�� ,' rn rn ° �/94 5 U1 .X 3N07
P
3NOZ
No. 100 - , c �/ b WEST CREEK
lr l l lRF,� _ 116-46- rn ,+ , , �roCD _ _ _ _ 2 rr►
l SANDPArH l l 228 80,72y SP 1 8 13 / ,: ENTRYDFG _ PLAN I DESIGN BUILD
l' .5 PROPO 53 ac / � � k o�
5 I
I / DESIGN DRAWINGS
234. PROP / W p D V'100 0OF y WIRE FE / WEST CREEK
1 1 OSFD DzcK D�GK m "CF �
PO BOX 256
3 S) / / sr pN
sPl �, S pArlp
SR 1 I I NEW SUFFOLK, NY 11 q56
Gj ,q l u //l ' CON _ / DS PVOk!D) 2 SrONS COPING � C E N G I N E E R
' o MO/N. / _ _ _ P 7.6 / rn 1 CONDON ENGINEERING, P.G.
5 jr� i _ / GH w l / z / 1155 51G5BEE ROAD
00 'ti, a. , , _ l �D nn, INGR 3 MATTITUGK, NY 11 q56
rn Z'`� ON / SIDS yARD 4' ,/ Rai/N H pUND Pop / / 104.7' rn
It
rn O q / -� Or / I .Z7�r /O
IRRSGULTUB
AR I'Y/R ^° ° m � ISSUE/REY1510N5
nrn �N / �� n ti / � _ � / O rn � I
c5 2 o `z _ / °r o N PERMIT SET 02.16.26
Nb� �
NOTES: z 0 s 700�1
rn rn DR IN — o n �317/ rn PROJECT
z ' E
1. ELEVATIONS ARE REFERENCED TO 1g88 N.G.V.D. DATUM rn Orn� OZ CHAIN(,l FENCE _ �b� o�b�rn TANZI RESIDENCE
EXISTING CONTOUR LINES ARE 5HOWN THUS: 10 ° .�3N �_ _ 2° rta�~ rn 2� DETACHED GARAGE
" OZ FSNC y ''�j .a O r-
EROSION & SEDIMENT CONTROL DETAILS rn �3N // cHAN44yv o e�Sc d 4 -� C F ; -< . DORMERS & ALTERATIONS
1,
NOT TO SCALE R N101p ��1 F�"c rR/cMEr�R rn rn ::`j ' _\ 12600 NEW SUFFOLK AVE
�BERT 1.3. e y ' CUTGHOGUE, NY
t
—S11PPgRT$Tk7�FS* k11� G,4GNG'N'4Z'ZI W '.�.,: I
tz M.R BAI L)
STRAW BALE. .IMS,ALLL..' ., r. .SUPPONT STAKES* '4-zzr
CONTINUOUSLY AGAINST Lip W M,",x SPACING)
OOWhSL4PESICEOf \\ / i
FILTER FABRIC FENCE \ ,' \ � �� ' 5I DRAINING PLAN
4 7�, 6
FILTER FARM[FFN0 SITE PLAN 7'
NOTES & DETAILS
` Sk OPr
m T.
COMPACTFJ SCALE: 1" = 20' r
BAIL BINDINGBACKFN.L i.
u 3
FLOW
\-E%iSTIiNC;fRoUNO O v
USE i"x 2•x 48'(:3re`Jy WOOD CR 1
E4UIVALENT STEEL fUJ OR T)STAKES
EXISTING
XISTINGZ- 3 4 8 7 2 - CO 0 3/ 17/ 11
10,
- - - - - - - - - - - - - - - � - - - - - - - - - - - - - -
1
I I I
I I I
I I
ROOF
i 5TORAGE I I BELOIN
SGREENIED PORCH
i I I
I I
I I
I I
— — — — — — — — — — — — — — — — — — — — — — —
I
I I m
DN m
m I
U P
m m
II III II
• II III II
II III it
II III II
1
23—2 2 cV 11 DORMER III DORMER 11
`t \ II ABOVE 5T GE ABOVEGAAGE
11
GONG ETTER5LAB FLOOR 11 III II
II I I( II
II III II
- - - - - - - II III II
r ® F- - - - - - - - - - - - - - AIL - - - - - - - - - -
i
N
25-2 '/11 I
hy
- - - - - - - - - - - - - - - - - - - - - -
I
24'-1
10'-2" 7K 6-11 3/4"
24'-1 1//" 7 ME m
EXISTING - FIRST FLOOR PLAN EXISTING - SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
EXISTING - ELEVATION WEST
SCALE: 1/4" = 1'-0"
WEST CKEEK-j-
PLAN I DESIGN I BUILD
DESIGN DRAWINGS
HIM
I Hill
WEST CREEK
NEW 5UFFOLK, NY 11 q56 -
ENGINEER
GONDON ENGINEERING, P.G.
[ 11 1 1 11 11111 111 X�\I .I I I I 1 1 4 T � y 11 1 1 1 11 1 1 1 = I I I I I I I I I I Tw
1755 51G5BEE ROAD
MATTITUGK, NY 11 q56
- - 155UE/REV151ON5
PERMIT SET 02.16.26
I 11111111 11 11 11111 11 1 1 1 1 11 11111 Hill IIIIIIIIIII
111 1111 1 HIM 1 11111 1 111111111111 1 1 11111 11 1111111111
. . . . . . T N\ T N\ 11 1 1 1 1 1111111 1 Hill I
PROJECT
TANZI RESIDENCE
DETACHED GARAGE
DORMER5 & ALTERATION5
IIIIIIIIIIIIII IIII Hill Hill IIIIII IIII IIIIIIIIIIIIII ll� ERIN yz \A I V/ 12600 NEW 5UFFOLK AVE
- GUTGHOGUE, NY
DRAWING
EX15TINC PLANS
EXISTING - ELEVATION SOUTH EXISTING - ELEVATION EAST EXISTING - ELEVATION NORTH & ELEVATIONS
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-011
Al
o i
24'-11/2" PROPOSED
14' 10'-11/2" 7 DORMERS & ALTERATIONS
3'-10" 6'-4" 3'-10"
STRUCTURAL PLANS ARE PREPARED BY CONDON ENGINEERING, P.G. IT 15 A
(2)CA MENT (2)CAS EMENT - - - - - - - - - - - VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION
- —G A7== — —GM=3 A7=32R' — — r
� I '
o I (2)12Xb HDR. (2)2Xb HDR. I o 1209, FOR ANY PER50N UNLE55 ACTING UNDER THE DIRECTION OF A
O I O I O I LICENSED PROFESSIONAL ENGINEER, ARCHITECT, OR LAND SURVEYOR, TO
m cn ROOF SHEATHING NAILING REQUIREMENTS ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN
10
W ( IW I — — — I — — — — — — I — — — — i 140 MPH, 3 SEC. PEAK GUST ENGINEER, ARCHITECT OR LAND SURVEYOR 15 ALTERED THE ALTERING
NEW WINDOY45&DOORS Itu � � — � 1/2"THICK ROOF SHEATHING '
v� NEW WALL 2xb FRAMING W/SD COMMON NAIL OR 100 BOX NAILS ENGINEER, ARCHITECT, OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS/
Ivy ( I BELow I ZONE 1: FIELD 6" O.G./PANEL EDGES 6" O.G. HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER
ZONE 2: FIELD 12" O.G./PANEL EDGES b" O.G. SIGNATURE AND THE DATE OF SUCH ALTERATIONS, AND A SPECIFIC
ZONE 3: FIELD 4" O.G./PANEL EDGES 4" O.G.
�1 ST;ORAGE I ui I O I O I O ( DESCRIPTION OF THE ALTERATION.
ry EXISTING
I. FOUNDATION&SLAB
12-0 3/4" 12'-0 3/4"
N KEY
(2)2Xb HDR. GAX2840L'
IN
3oxbo 1 ® LINE OF I (3) 1.15 X 9 5 LVL HD I L114E OF
NEW WALL 10 PITCH OOF = �1 PITCH ROOF
m
P Ir - - - - - - - - - - — — m - - -
_ 0 II 5-4 3/4„
z EXISTING WALL IIx
X
SOLID BLOCKING UP F, II I I /—6'-111 �/b" m 3'-3" II
iV FOR STRUCTURE ABOVE(TYP.) ADD 2 INTERIOR WALLS
TO GLO E OFF 2ND FLOOR II O I I II TO DORMER STANDING SEAM
m STORAGE (2)2X8 (2)2Xb SMOKE/GO 110% OF ROOF WIDTH METAL ROOF
ry FLUSH HDR.
x II I I NII
Ln (2)2Xb
II e
(V 2X6 WA L I I FLUSH HDR.
O X
ADD 2X4 WALL TO INTERIOR OF T I m � I m II I I II
ONRIMETER YIALL�5 EXISTING FOWNDATIONRTED II
2 WALL
iv I I , c� Zv � II NEW EXPANDED I I NEW EXPANDED 11 _
CIAu- N N II DORMER ABOVE �yAULTE EILEING DORMER ABOVE II - _
_ II b0% OF ROOF WIDTH _ NO.I I5T5 _ b0% OF ROOF WIDTH 11 SLATE ROOF—
Ft �I
— I�
m NEW WINDOWS
57ORAGE O II I I -
IEX15TINO Z = LL 2X10 @16"O.G. R.R. I I 2X10 @16"O.G. R.R. U
FOUNIDATION&SLAB v > >
Io 1z I I EXISTINIG In STANDING SEAM
w 1 a �I X IT (4)1.15)X 14 LVL RIDGE B AM X �I METAL ROOF
Ln �I r I Ln
I t7
EXISTING 2Xb FJ _ _ _ - 11 v D RMER WALL I I 11
r " II FRAMING I!I II
R t7 II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II
NEW 5LIDING DOORS
IN EXISTING OPENINGS IL - - - - - - - - - - J L- - _ _ — - - - - - - I <HAUST
LINE
LINE OF 4 PITCH
DORMEF R ROO 3 �� (3) 1.15 X 9�5 LVL HDR. 1 DOR EDR ROOF FAN / /
3-2 /4 b-9 /8 / NEW SIDING
1X6 GM T&G WRG
SLIDIN DOOR
— — — — — — — — — — — — — — -- - — — — — — — — —
SLIIDIN DOOR
REMOVE EXISTING GAX2640R`EGRE55 AX2640R' I
_ — — — — — CANOPY WINDOW
10'-5" 3'-3 �/" 10'-5"
6'-11 3/4" 10'-2" 6'-11 3/4"
24'-1 1/2" ij
24'-1 '/2'
PROPOSED - FIRST FLOOR PLAN PROPOSED - SECOND FLOOR PLAN PROPOSED - ELEVATION WEST
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
EXPANDED DORMER STANDING 57EAM WEST CREEK
80% OF ROOF WIDTH METAL ROOiF
5TANDING SEAM 5TANDING SEAM STANDING SEAM STANDING SEAM
METAL ROOF METAL ROOF METAL ROOF METAL ROOF PLAN ( DESIGN BUILD
EXPANDED DORMER EXPANDED DORMER EXPANDED DORMER EXPANDED DORMER
b0% OF ROOF WIDTH 80% ROOF OF WIDTH SO% OF ROOF WIDTH &0% OF ROOF WIDTH DE516N DRAWINGS
WEST CREEK
_ PO BOX 256
-- -- -- - - -- SLATE ROOF NEW SUFFOLK, NY 11956
SLATE ROOF ENGINEER
SLATE ROOF 5TANDI GONDON ENGINEERING, P.G.
IND _ METAL IROOF AM
1755 5165BEE ROAD
0
MATTITUCK, NY 11956
r �
REMOVE EXISTING 5TANDING SEAM
CANOPY METAL ROOF
ISSUE/REV1510N5
NEW SIDING 7 PERMIT SET 02.16.26
NEW SIDING 1Xb GM T&G WRG G NEW 510IN
1X6 GM T&G WRG 1X6 GM T&G WRG
PROJECT
TANZI RESIDENCE
NEIN IN IN DETACHED GARAGE
IN DORMERS & ALTERATIONS
. . . . . . . LL—=A . . . . . . . . . . . . . . . . . 12600 NEW SUFFOLK AVE
r. r GUTCHOGUE NY
NEW OLA55 5LIDING DOORS ,
AT EXISTING OPENINGS 4 J . DRAWING
I PROPOSED PLANS
& ELEVATIONS
PROPOSED - ELEVATION SOUTH PROPOSED - ELEVATION EAST PROPOSED - ELEVATION NORTH -- �
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" \`�
A2
I �
WIND LOAD PATH CONNECTIONS
GENERAL NOTES
51MP50N LSTA 20 GAUGE RIDGE STRAP
AT ALL ROOF RAFTERS
1. THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION ROOF
ICE AND wATER SHIELD UNDERLAYMENT DOCUMENTS 15 RELATED TO BASIC DE516N INTENT AND FRAMING BELOW
24"FROM ROOF EDGE DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT A 2
STANDING SEAM �
51MP50N H3 HURRICANE AS ALTERNATE SUBSTITUTE FOR GENERALLY ACCCEPTED BUILDING PRACTICE AND METAL
5IMP50N H2A HURICANIE CLIP NAILED TO H2AAT INTERIOR COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. 182 SF
FROM RAFTER TO STUD AT ALL RAFTERS 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL
YW 5-ad NAILS EACH END
PROVIDE bD COMMON NAILS @ 4"O.C. WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT
AT EDGE5 OF ALL SHEATHING FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND
2X6 @ 16"O.G.STUDS "
REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK 12'-5 3/4 12'-e 3/,4"
OVERLAP BOX BEAM w/PLYWOOD SHEATHING AT TOP&BOTTOM STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE
ENERGY CONSERVATION CODE. (3)1.15 x 9 5 LVL HDR. ry
1-1/2"WIDE/20 GAUGE METAL STRAP @ 46"O.C. 3. DE51ONER AND ENGINEER ARE NOT RESPONSIBLE FOR I I ABOVE ININDON
SUPERVISION OR INSPECTION OF TH15 CONSTRUCTION PROJECT. I — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ — -'
— — — — — — —
METAL STRAP WRAPPED DOUBLE TOP PLATE AROU)ND SILL PLATE—� 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS -
AROUJND SILL PLATE
1-1/2"WIDE/20 GAUGE METAL STRAP @ 4a"O.C. DO NOT SCALE DRAWIN65.
5. ALL CONCRETE SHALL BE STONE A66RE6ATE WITH A MINIMUM OF
NAIL SHEATHING TO SILL PLATE I 1 I 1
2b DAY STRENGTH OF 3000 P51.
2X6 AGQ TREATED SILL PLATES 6. DO NOT BAGKFILL AGAINST FOUNDATON WALLS UNTILL FLOOR
SYSTEM INSTALLATION 15 COMPLETE.
s/a"x 12"ANCHOR BOLT @ 36"O.C.w/ 7. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. I 1 DORMER ROOF DORMER ROOF
WASHER&3X3 BEARING PLATES
AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE I I STANDING SEAM METAL STANDING SEAM METAL
PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, I I 260 5F 260 5F
EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. �, I I I I ry
b. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND I I 1 1 CN
NAILING SCHEDULE DURING CONSTRUCTION. 12 12
9. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE
NECESSARY TO PROTECT DESIGNER, ENGINEER, AND OWNER.
2018 AMERICAN WOOD COUNCIL (AWC))WOOD FRAME CONSTRUCTION MANUAL (2018 WFGM) 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL
51ZED FOR COMMON NAILS AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE I 1 NEw NEw
REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING 2X10@16"O.C. R.R. 2X10@16"O.C. R.R.
RAFTER/TOP PLATE 3-Sd (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING CODE.
CEILING JOIST/TOP PLATE 3-Sd (TOE NAILED) 1 1 1 1
CEILING J015T/PARALLEL RAFTER 7-16d (FACE NAILED)
CEILING J015T LAPS OVER PARTITION ?-16d (FACED NAILED) 1 - - - - - - - - - - - — — — — — — — — — — — --
1
— — — — — — — — — — — — — — — — — — — — — —
COLLAR TIE/RAFTER 2-Sd (EA. END 1-1/4" MAIN ROOF 1 1 12 12 MAIN ROOF
STRAP) SLATE-105 5F 101 NEW NEVI 110 SLATE-105 5F n,
BLOCKING/RAFTER 2-Sd (TOE NAILED) -2x1e--@W".4;Z-R.
RIM BOARD/RAFTER 2-16d (END NAILED)
(3) 1.15 X 9.5 LVL HDR.
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) ABOVE NINDOw5
TOP PLATE AT INTERSECTIONS 4-16d (PAGED NAILED) FRAMING NOTES.
STUD/STUD 2-16d(FACE NAILED)
HEADER/HEADER 16d (FACE NAILED) PROPOSED - ROOF P LA N
TOP OR BOTTOM PLATE/STUD 2-16d (END NAILED) THE CONTRACTOR 15 TO VERIFY ALL MEASUREMENTS IN THE FIELDI AND
BOTTOM PLATE/FLOOR J015T 2-16d (FACE NAILED) ANY DISCREPANCIES ARE TO BE BROUGHT TO THE SCALE: 1/4" = V-0"
J015T/51LL, TOP PALTE OR GIRDER 4-Sd (TOE NAILED) ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION.
BRIDGING/J015T 2-Sd (TOE NAILED)
BLOCKING/J015T 2-5d (TOE NAILED) WOOD FRAMING
BLOCKING/SILL OR TOP PLATE 3-16d (TOE NAILED) 1. ALL LUMBER 15 TO BE NO. 2 OR BETTER DOUGLAS FIR LARCH (N) "ITH
LEDGER STRIP/BEAM 3-16d (FACE NAILED)
J015T ON LEDGER/BEAM 3-80 (TOE NAILED) THE FOLLOWING MINIMUM SPECIFICATIONS:
BAND J0I5T/JO15T 3-16d (END NAILED) FB = b25 P51
BAND J015T/51LL OR TOP PLATE 2-16d (TOE NAILED) FV = 95 P51
PLYWOOD ROOF DECKING Sd @ 4" O.G. EDGES, @ FC PERP = 625 P51
8" O.G. FIELD E = 1,600,000 P51
STRIP SHEATHING Sd (ONE/RAFTER) 2. ALL PARALLAM (P5L) LUMBER 15 TO HAVE THE FOLLOWING MINIMIUM
PLYWOOD WALL SHEATHING Sd @ 4" O.G. EDGES, @
8" O.G. FIELD SPECIFICATIONS: —
PLYWOOD SUBFLOOR DECKING SD @ 6" O.G. EDGES, @ FB = 2,900 P51
12 O.G. FIELD FV = 290 P51
RR � WEST CREEK
FG PERP = 150 P51 16'o // \ \ ?Xlo@
10@ / \ 6"O. PLAN I DESIGN I BUILD
F-• / EXISTING \ ��\ �'��
3. 3.ALL MIGROLLAM (LVL) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM SIMPSON b j/ (4)1.15 x 14 LVL RIDGE �@;\ — TOP OF PLATE— _ —
WIND- BORN DEBRIS PROTECTION SPECIFICATIONS: GONNEGTORR \60\
FB = 2,600 P51 (3) 1FLU5H HDRL LX
°@/ m \��\ DESIGN DRAWINGS
FV = 2b5 P51 g / / \ \ WEST CREEK
F / / \ 256
GLAZED OPENINGS TO BE PROTECTED IIN ACCORDANCE WITH / \ NOWO
G PERP = 750 P51
UFFOLK, NY 11956
-
ASTM E1996 AND ASTEM E1bbb LARGE M1551LE TEST. E 1 ,900,000 P51 / \
STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND 4. ALL PRE55URE TREATED LUMBER 15 TO BE MCa (MICRONIZED COPPER
allAT) OR MCA (MICRONIZED COPPER AZOLE) NO. OR BETTER \ TOP OF FLOOR N ENGINEER
MAINTAINED ON SITE. - - - - —
SOUTHERN YELLOW PINE. _ TOP OF PLATE_ _ry _ — GONDON ENGINEERING, P.G.
PANELS SPANS < 4'0 WIDE FB = 975 P51 10, 0 1755 51G5BEE ROAD
,� FV = 90 P51 EXISTING EXISTING MATTITUCK, NY 11956
3/4 (23/32 ) APA 4b/24 SPAN RATED PLYWOOD SHEATHING 2X8 FLOOR JOISTS (3) 1.15 X 9.5 LVL GIRDER
FASTEN STRUCTURAL PANEL TO BUILDING W/ #10X3" GALV. OR FG PERP = 660 P51
55 5GREW5 W/ A5HER5 AT 16" O.G. OVERLAP OPENING 4" E = 1,700,000 P51
W
5. ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER 11 I5SUE/REY1510N5
PERMIT SET 02.16.26
BOARDS ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE I I
PANELS SPANS 4'0 OR WIDER 11
3/4" (23/32") APA 45/24 SPAN RATED PLYWOOD 5HEATHING W/ 2X4 MANUFACTURER'S SPECIFICATIONS.
6. ALL 5TRAP5 CONNECTORS PLATES BOLTS NAILS ETC. ARE TO BE CONC`J�i
STRONG-BACKS @ 24 O.G. SIZE TO OVERLAP OPENINGS 4 AND - � - � � � GONGf fTE SLAB PROJECT
GALVANIZED OR 5TAINLE55 STEEL. DESIGNATED CONNECTORS STRAP
FASTEN PLYWOOD TO 2X4 BRACING W/ #10X3" GALV. OR 55 5GREW5 TOP OF FOUNDATION&SLAB TANZI RESIDENCE
1 kV NlA5HER5 AT 12" O.G. FASTEN STRUCTURAL PANEL TO ETC. ON THESE DRAWINGS ARE MADE BY 51MP50N UNLESS INDICATED
° I I ° OTHERWISE. ALL CONNECTORS, STRAPS ETC. ARE TO BE NAILED/BOLTED
DETACHED GARAGE
BUILDING W/ #10X3" GALV. OR 55 5GREW5 W/WASHL-R5 AT 16" O.G. EXISTING FOUNDATION DORMERS & ALTERATIONS
IN ACCORDANCE WITH THE MANUFACTURER'5 SPECIFICATIONS.
1 1 7. ALL FLOOR 5HEATHING 15 TO BE 23 32 INCH AG TYPE PLYWOOD, - 12600 NEW SUFFOLK AVE
° I I ° TONGUE AND GROOVE, WITH AN APA SPAN RATING OF 45/24. FLOOR CUTCHOOUE, NY
I 5HEATHING SHALL BE GLUED AND SGREWED TO THE FL 24'-1 /�
L - - - - - - - - - J I I I I I I I I I I ¢ ` wr DRAWING
° 0 0 0I I I I I 1 1 1 1 I 2X4 STIFFENERS OOR JOISTS ( 6" ��O.G. EDGES AND 12 O.G. FIEL
I 1 11 1 I i t I
NOT TO SCALE I I I I I I I I I I D ROOF PLAN, SECTION
), � ��
I I 1 =-j: NOTES & DETAILS
I°I 10
1 I I 101 101 5. ALL WALL 5HEATHING 15 TO BE 15/32 INCH APA RATED EXPOSURE 1 h/
I I I 1 1 I PLYWOOD AND SHALL BE NAILED WITH 10D COMMON NAILS 6" O.G.
1 I 1 1 A55EMBLE MULTIPLE SECTIONS
'°I '°' ; I ,°I I°I W/ 1/4" THICK BOLTS @ 2' O.G. EDGES AND 12" O.G. FIELD.
101 I I I I I I I I 9. BLOCKING 15 TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS.
PROPOSED - SECTION A
1 I I I I I 10. ALL BOLTS NUTS AND WA5HER5 ARE TO BE HOT DIPPED 6ALVAINIZED. SCALE: 1/4" = V-011
II II I I II II
° A3
° 111 101 101
11
NOT TO SCALE
I I
8P#- 5a0 50 �o s
AMENDMENT 1
FIRST FLOOR HALF BATH & UTILITY SINKAMENDMENT
PROJECT DE50RIPTION & NOTP5
AMEND EXISTING 15T FLOOR PLAN
-NEW HALF BATH
-NEW UTILITY SINK
-A5 PER 50DH5 SEWAGE DISPOSAL PERMIT
24'-1 1/2'
14' 10'-1 1/2"
3'-10" 6'-41' 3'-10"
(2)CA EMENT (2)CA EMENT
— —CAMM m.Z8=
(2)2Xb HDR. (2)2X8 HDR.
cn NEW WINDOW5&DOOR5 I� m
J �f NEW WALL 2xb FRAMING L
a a�
� Iv
5TORAGE i U _
EXI5TING ,
FOUNDATION&5LAB in
AMEND CURF ENT PLAN
TO INCLUDE HALF BAH I NEW 51NK& LINTER
& UTILITY 5114K ( m
SINK
COUNTER I iI KEY
NJ
30x80
K
2 A o j I m NEW WALL 4" ROOF VENT
� x K _ � m
P
� z 0
z in I
r7l
BATH N EXISTING WALL
ADD 2X INTERIOR WALLS
UP '
O CLO E OFF 2ND FLOOR J (2)2xa 1 1/2"
m I 5TORAGE
N
NEW HALF BATH X 31-31,
Ln W.C.
LAV.
ADD 2X4 WALL TO INTERIOR OF J m m m J1
PERIMETER WALL5 5UPPORTED J
ON EXI5TING FOUNDATION. c`V
3" 1 1/2" ,
CA li x IC.O. / �J
E 311
STORAGE I NEW WINDOWS a �=
EXI5TING [a
� SANITARY SYSTEM � --
i FOUNDATION&5LAB J i 9 (As Per SCDHS Permit)
Wow
1 x ,uy
Lu
XLn
vd
EXI5TINU2XSFJ _ _ _ \ PLUMBING RISER DIAGRAM
WEST CREEK
NOT TO SCALE
NEW 5LIDING DOORS PLAN DESIGN BUILD
IN EXI5TING OPENING5
1
DESIGN DRAWING5
5LIDIN DOOR SLIDIN DOOR REMOVE EXISTING NE T PO BOX 256 K
CANOPY— — — — — NEW 5UFFOLK, NY 11956
6'-11 3/4" 10'-2" 6-11 3/4"
ENGINEER
24'-1 '/2" CONDON ENGINEERING, P.G.
1155 5165BEE ROAD
MATTITUGK, NY 1195b
AMENDMENT - FIRST FLOOR PLAN - HALF BATH & UTILITY SINK
SCALE: 1/4" = V-011 PERMITSET 02 16.26
PROJECT
TANZI RESIDENCE
DETACHED GARAGE
DORMERS & ALTERATIONS
12600 NEW SUFFOLK AVE
GUTGHOGUE, NY
J.
DRAWING
AMENDMENT1
HALF BATH
UTILITY 51NK
A4