HomeMy WebLinkAbout51846-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#: 51846 Date: 04/18/2025
Permission is hereby granted to:
William C Reimer III
PO BOX 275
Mattituck, NY 119522097
To:
Construct a garage addition to an attached garage to a single-family dwelling as applied for,
Premises Located at:
125 Raccoon Rd, Mattituck, NY 11952
SCTM# 106.-10-12
Pursuant to application dated 03/13/2025 and approved by the Building Inspector.
To expire on 04/18/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $442.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total $542.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
. t Telephone (631) 765-1802 Fax (631) 765-9502 lift s:// .sout�oldto, Y.goy
Date Received
APPLICATION FOR BUILDING PERMIT
i
For Office Use Only
PERMIT NO. CJ { lP Building Inspector:
MAR' 1 NJ$% 0��
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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: -11-25
OWNER(S)OF PROPERTY:
Name: William Reimer scTM#Z000- 1000-106-10-12
Physical Address: 125 Racoon Road, Mattituck
Phone#: 631-748-1038 Email:
Mailing Address: PO Box 275, Mattituck
CONTACT PERSON:
Name: same as above
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name: Nick Mazzaferro
Mailing Address: Greenport
Phone#: 516-457-5596 Email
_. .,, ............ __...._.. av„ w..__... _.�__....... ... . ....... _ ....__ ....... _m �_—__.. w�� ..._..._....� W
CONTRACTOR INFORMATION:
Name: homeowner
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure CIAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑other a diti n to garage $ 15,000
Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No
1
PROPERTY INFORMATION
Existing use of property: full time home Intended use of property: full time home
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
residential this property? Eyes XNo IF YES, PROVIDE A COPY.
rc: heck 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 210.4.5 of the New York State Penal Law.
Application Submitted By(print name): William Reimer ❑Authorized Agent QSOwner
Date:
i nature o Applicant: �� r �1 �y �Sr
STATE OF NEW YORK)
COUNTY OF �lg
William Reimer being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the homeowner
(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 �� 7 ;2,14
Notary Public
JOHN A. MAKI
NotaryPublic-State of New York
� I I EI)'aF _O!OWNER �"'Pi liGI1PHZ It No. 01MA6164838
(Where the applicant is not the owner) My oammiasi Qualified Suffolk County
on Exp. 04/30/202,7
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
12�P#- SLf
Ul
t GENERAL NOTES:
THE INFORMATION ON THIS SET OR CONSTRUCTION DOCUMENTS IS TO RELATE BASIC DESIGN
INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A
SUBSTITUTE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND ARE IN COMPLIANCE WITH
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. THE GENERAL CONTRACTOR IS RESPONSIBLE
FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY
FINISHED,STRUCTURALLY SOUND AND WEATHERPROOF COMPLETE PRODUCT.
ER RDA (R'�'W GENERAL CONTRACTOR TO COORDINATE ALL SUBCONTRACTORS,SCHEDULING OF WORT(AND
MILD INTERACTION BETWEEN TRADES.
'THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION MEETS
OR THE
CURRENT FEDERAL,STATE`AND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC.
THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING PAN.
\ • IF IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS
N 7 INDICATED ON THESE DRAWINGS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE DESIGNER
8 THE ENGINEER IMMEDIATELY. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK,
HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
. DIMENSIONS TAKE PRECEDENT OVER SCALE-DO NOT SCALE DRAWINGS.
xf
THE OES/GNER HAS NOT BEEN ENGAGE FOR CONSTRUCTION SUPERVISION AND ASSUMES NO
RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR
SECONDARYFRONT YARD CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY
PRECAUTIONS AND PROGRAMS IN COM9CT10N WITH THE WORK INDICATED. THERE ARE NO
warranties for a specific use expressed or Implied In the use of these plans
PROPOSED GARAGE FOUNDATION NOTES:
ADDITION GENERAL CONTRACTOR TO REVIEW PLANS,ELEVATIONS AND DETAILS TO DETERMINE
�-0 INTENDED HEIGHTS OF FINISHED FLOOR ABOVE TYPICAL GRADE.
• FOOTINGS SHALL BEAR ON UNf11STURBED SOIL WITHIN BEARING CAPACITY OF 1.5 TONS/SO.FT.
AA b° 0 • CONCRETE SHALL BE FC=3,600 PSI @ 28 DAYS
DCONCRETE ON/i°SAND OR GRAVEL FILL MINIML44,WITH 6X6-10/10 WELDED WIRE MESH
REIL. To O BARRRIIER. WELDEDMWIRE MESH ISLAS To VEEPLACEEDD IN THE MIL.
THIRDLOZFT EPOLYETHYLENE
SLAB AND VAPOR BE
Q ADEQUATELY SUPPORTED BY PRECAST CONCRETE BAR SUPPORTS TO ASSURE THAT THE REINFORCEMENT
L 1S HELD IN POSITION DURING CONCRETE PLACEMENT AND FINISHING.
O • GENERAL CONTRACTOR TO INSTALL COP-R-TEX(OR COPPER)SEET METAL TERMITE SHIELDS
D EXISTING BETWEEN ALL WOOD SURFACES THAT ARE EXPOSE TO CONCRETE OR MASONRY SURFACES.
a HOUSE
FRAMING NOTES:
• ALL LUMBER IS TO BE DOUGLAS FIR#2 OR BETTER AT 16'ON CENTER
• ALL WOOD FRAMING IN CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 'ACQ'DESIGIIATION
REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE THE PLACE OF'CCA'
• ALL STRAPS,CONNECTORS,PLATES.BOLTS,NAILS,ETC.ARE TO BE GALVANIZED. DESIGNATE CONNECTOR'S STRAPS,
ETC.ON THESE DRAWINGS ARE MY BY SIMPSON UNLESS OTHERWISE INDICATED. ALL CONNECTORS,STRAPS,ETC.ARE TO BE
NAILED/BOLTED IN ACCORDANCE WITH THE HANUFACTURER S SPECIFICATIONS.
• SOLD BLOCKING IS TO BE INSTALLED EVERY 8'-O'MAX.OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXFEEWNG
8--O°. BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS,
• ALL EXTERIOR WALL HEADERS TO BE AS INDICATED ON FLOOR PLANS 8 SECTIONS. ALL HEADERS EXCEEDINd
5'-0'SHALL HAVE A DOUBLE JACK STUD WITH A SINGLE KING STUD S ON EXTERIOR WALLS PROVIDE DOUBLE SILL PLATE(TYPICA
ELECTRICAL NOTES:
• ALL ELECTRICAL WORK To BE BOARD OF FIRE UNDERWRITERS APPROVED AND TO INCLUDE
INSTALLATION OF FIXTURES 8 SPECIFICATIONS AS INDICATED ON PLANS. LIGHT FIXTURES TO BE SUPPLIED BY
w LL g Ili.
OWNER AND INSTALLED BY CONTRACTOR. GFI OUTLETS REQUIRE AT BATHROOMS AND EXTERIOR AREAS.INSTALL
D ALL OUTLETS AS PER CODE. ALL WORK 15 To BE DONE IN STRICT ACCORDANCE WITH THE NEW YORK STATE CODE
BY A LICENSE ELECTRICIAN. ALL NEW 5V/f7CNE5 B OUTLETS TO BE LEVITION,STANDARD,SUPPLIED 8 INSTALLED
BY CONTRACTOR. CONTRACTOR TO DD ALL HOOK-UPS AS REQUIRED FOR BATHROOMS.
MAR i 3 20?.S / PZE o New y
YPR I S ;'
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Town of
of Southold
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ADDITION
RooF To MATCH
A ALL AREAS OF EXISTING
HOUSE 8 LIVING SPACE
7'0 REMAIN AS IS
16090
-�--IIDING To MATCH
PA TcH imTo EXISTING
/
SIDE ELEVATION SCALE.L4- FRONT ELEVATION SCALE--Z' ~/--r
OF
-
0. 051
A a k FBI
'
________
�
PROPOSED ADDITION. ZONING INFO.- GF4 COMPLIANCE. DESIGN CRITERIA: GENERAL NOTES: PROFESSIONAL INFO: PAGE INFO.
1000-106-10-12 PARCEL: 21254.3 SOFT GROUND SNOW LOAD: iNE DEPTH:36' LIVE LOADS: A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT NICK MAZZEFERRO, PE SHEET ?
MAX ALLOWED.* 3476.43 SOFT WIND SPEED. /30 NPH TI. MODERATE-HE, LIVING AREAS: 40 THE APPLICABLE LIPLIFT FORCES IN SECTION R802-11-1 GFgFmvRT,AM Ym IA
MATTtTUCK,NEW YORK PROPOSED: 2603.19SOFT SEISMIC DESIGN CATEGORY:B ICE BARRIER: REQUIRED BEDROOMS.' 30 FROM THE ROOF ASSEMBLY To THE FOUNDATION. DESIGN 516-457-5596 SCALE.' NOTED
LOT COVERAGE: 13.4% WEA THERING: SEVERE ATTIC W1 STORAGE.-40 SHALL BE AS PER SECTION R301-2-1
FRONTISECONDARYISIDEIREAR
uru•rNc
cr ADDITION
ALIGN WITH EXISTING —,—.—,
14
!! EXISTING EXTE7718
_NEW CONSTRUCTION I ! DOOR WILL REM
y Z'X 4'STUD FRAME EXTERIOR WALLS, {
R-13 GATT INSULATION,�'PLYWOOD I t
SHEATHING ON EXTERIOR,HOUSE WRAP o
O I! EXISTING GARAGE WALL
lu-
8 SIDING TO MATCH;J"GYPSUM l I TO BE REMOVED
BOARD ON INTERIOR SIDE I J f
!t TING DOOR TO
USE ACQ FRAMING LUMBER ON ALL AREAS AGAINST CONCRETE E w/LANDING
PROVIDE(2)SILL PLATES TO MATCH EXISTING 8 MATCH EXISTING WALL AIRS TO REMAIN
PLATE HEIGHT. I j! EXPANDED GARAGE o
• NEW WINDOW TO RECEIVE 2-2X8 HEADER ABOVE,- WINDOW SIZE 8 I !I HEAT DETECTION TO ~
HEADER HEIGHT TO MATCH EXISTING WINDOWS. I !i BE INSTALLED AS PER
o jj o CODE o -
N !{ N M
U NEW It g LVL RIDGE !t
•_r• ••—• • _-------- -------� � ALL AREAS OF EXISTING
a- + •� t _• v TEMPORARILY SUPPORT v HOUSE 8 LIVING SPACE
o N t t N RAFTERS 8 REMOVE EXISTING N TO REMAIN AS IS
RIDGE REPLACE w/NEW LVL 3
ROOF NOTES. I z !{ p z
• GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER I o !!
TO MATCH EXISTING. 15#FELT OVER n CDX PLYWOOD
SHEATHING WITH ICES WEATHER SHIELD AT ALL PERIMETERS I e t t X EXISTING WALL COMMON
AND VALLEYS. I N NEW 16'-O'x 9'-0' @' TO HOUSE 8 GARAGE WILL
OVERHEAD GARAGE DOOR a !! 2 e REMAIN. EXISTING TYPE X
• ALL OVER HANG DIMENSIONS ARE TO MATCH EXISTING, I ,p I I ti W DRYWALL TO REMAIN
14 FASCIA AND VENTED PLYWOOD SOFFITS.
• 6:12 PITCH OVERALL ROOF AREAS,V.LF.
!!
RUNOFF NOTE: t!
t!
GUTTERS CONTINUOUSLY AROUND, LEADER LOCATIONS I !t
AS PER INSTALLER-ALL LEADERS DRAIN TO 4'H PVC (I -
PIPE EXTENSIONS I J!
2-2X8 HEADER i!
NEW IMINDOW EXISTING WINDOW EXISTING WINDOW
MATCH EXISTING SIZE (�Of
l ' ' .—.— —.—.—.—.—.—.—.�.—.—.—.—.—.—•— — — — —•—•—.. — S• —.
`—Tim
FLOOR PLAN
o
z
�Fp 5-1
PROPOSED
w
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PROPOSED ADDITION. ZONING INFO: GFA COMPLIANCE DESIGN CRITERIA: GENERAL NOTES: PROFESSIONAL INFO: PAGE INFO:
REIMER REsIDENcE 0 0-0 -o-
12 PARCEL: 21254.3 SOFT GROUND SNOW LOAD: 45 FROST LINE DEPTH:36` LIVE LOADS: A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT NICK MAZZEFERRO, PE SHEET 3
21,254.3 SOFT TITLE: FLOOR PLAN
125 RACOON ROAD MAX ALLOWED: 3475.43 SOFT WIND SPEED: !30 I'l TERMITE: MODERATE-HEAVY LIVING AREAS: 4D THE APPLICABLE UPLIFT FORCES IN SECTION R802.11.1 Gar�y yq� C&,f r//GF D vc�rTcr,oc
R-40 CONFORMING nODrKAVTOT!!(5ORbYG\Sd PC/TrD SCALE.' NOTED
MATTITUCK,NEW YORK 40/25/15/50 PROPOSED: 2603.19 SOFT SEISMIC DESIGN CATEGORY:B ICE BARRIER: REQUIRED BEDROOMS: 30 FROM THE ROOF ASSEMBLY TO THE FOUNDATfON. DESIGN 516-457-5596 �WrOr�nDPWh,5,?-f7 DATE: 3.8.2025
LOT COVERAGE: 13.4% WEATHERING: SEVERE ATTIC W/STORAGE:40 SHALL BE AS PER SECTION R301.2.1 NICKMA7ZAFERROPE@OUTLOOK.coM OfT i✓r,�.:rx/G v�svt.u/
FRONT/SECONDARY/SIDE/REAR
J
uw 24'Jr
ADDITION
ALIGN WITH EXISTING
G GE
NEW 8'CONCRETE BLOCK FOUNDATION WALL. —
INSTALL#4 REBAR VERTICALLY,32'OC&FILL
CELLS. 1'-8'X 8'FOOTING;PROV.2-#4 REBAR i EXISTING BLOCK WALLS
WITHIN FOOTING. o I I } s &FOOTINGS TO REMAIN
MATCH DEPTH OF EXISTING GARAGE FOOTING, k i
k I
I k
Ii
1 I
{ I
4'POURED CbNbRETE SLAB
ON COMPACThIFILL WITH
W.W.M. 6X6 A/02XIO GAUGE WIRE
SKIM COAT OVER EXISTING AREA
FOR A CONSI$TENT FINISH
tl
PITCH FLOOR I I
} I EXISTING END WALL OF
I I GARAGE TO BE REMOVED;
k BREAK UP CONCRETE AND
} 1 REMOVE FLUSH w/
LOWER FOUNDATION WALL I EXISTING FLOOR SLAB
HEIGHT AT DOOR OPENINGS k I
! I
H77 SFJ7IES 6 k
HOL12DOWN S i
EXISTING BASEMENT
} I WALLS TO REMAIN
3i
PROV.EPDXIED#4
$ II o IL TO REBAR VERT. INTO ADJININ
NEW&EXISTrNG W
-IPSO PD5PROVIDE SI LS I I
II
i
HOLDDOWN(TYP.2) —
ANCHORS AT ALL CORNERS
THROUGHOUT —
g`DIAMETER ANCHOR BOLTS OF IV
W/7'MIN DEPTH @ 48'O.C.
W/MEN.3%(3 x4'WASHER @PLATE s,
FOUNDA T ION PLAN SCALE:4" 051
z
AROFESSION�'�
PROPOSED ADDITION: ZONING INFO: GFA COMPLIANCE: DESIGN CRITERIA: GENERAL NOTES: PROFESSIONAL INFO: PAGE INFO:
1000-106-10-12 REIMER RESIDENCE PARCEL: 21254.3 SOFT GROUND SNOW LOAD: 45 FROST LINE DEPTH.36' LIVE LOADS: A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT NICK MAZZEFERRO, PE SHEET 4
21.254.3 SOFT TITLE. FOUNDATION
I25 RACOON ROAD MAX ALLOWED: 3475.43 SOFT WIND SPEED: I30 MPH TERMITE: MODERATE-HEAVY LIVING AREAS: 40 THE APPLICABLE UPLIFT FORCES IN SECTION R802.ILI GREEA�Mr,NEw Y00C Levrrancrvca vaePro nNoc
R-40 CONFORMING �tOc/lRJN70rnUD.FiW/hS t.Pe'L�ffCD SCALE: NOTED
MATTITUCK,NEW YORK PROPOSED: 2603.19 SOFT SEISMIC DESIGN CATEGORY:B ICE BARRIER. REQUIRED BEDROOMS: 30 FROM THE ROOF ASSEMBLY TO THE FOUNDATION. DESIGN 516-657-5596
4U/2$/IS/50 NIpfMAZZAFERROPECOUTL00K.LOM L'YLGG7CNl9Y�Al p::.1r,GYIOPiL°G?:D9 DATE: 3.6.202$
FRONT/SECONDARY/SIDE/REAR LOT COVERAGE., 13.4% WEATHERING: SEVERE ATTIC W/STORAGE.40 SHALL BE AS PER SECTION R301.2.1 JP rlf&11X:�.�.YCrT.�VUW
11 j-LVL RIDGE; ARCHITECTURAL ASPHALT
SIMPSON C520 ROOFING WITH 15#FELT
CONNECTOR CrYX ALL) OVER I-COX PLYWOOD NAILING 5GHEV
WITH ICE WEATHER SHIELD
Ca PERIMETERS 8 VALLEYS RIDGE HEIGHT 2CIa.V.10.OD-fRAME CON5;M. 0.rION fAAh.U.AL
12
6
VERIFY PITCH IN g,
FIELD:MATCH EXISTING vp
"ItP FUZRAFT
To
a-fle oiTER
BOLT ALL Cd To RR W/2 C8
+-pd RRJ T
AIALI p E tiN EL fikiii AC
SIMPSON H7 CONNECTOR
C!L
ME C,17 rrw-SF�� WALL RAFTER PLATE TOEMIED P-oe EACtl UP..
'6,ING TO RA"df,
U&I
MATCH EXISTING CONSTRUCTION JXS FASCIA,VENTED PLYWOOD 777277i
my.POCT -------
2x4 STUD FRAME EXTERIOR SOFFITS,MATCH OVERHANG
WALL@ 16'0.C. W/R-13 'idiiii_-e
AND ALIGN TO EXISTING FASICA TOP Cb�T ........ .............
INSULATION,�'CDX PLYWOOD',� FACE IL41 24=
SHEATHING,HOUSE WRAP a SIDING
TO MATCH;J*GYPSUM BOARD TOPOR 2-16d
EXTENDED GARAGE ?-2x8 HEADER ABOVE Fat 23Cr 9,
ON INTERIOR OF WALLS
NEW WINDOW SHOWN
Z-2K4 ACO SILL PLATE
OVER TERMITE SHIELD 4'POURED CONCRETE SLAB
OVER SILL SEAL; ON COMPACTED FILL WITHPROVIDE SIMPSON CS20 W.W.M. 6 X 6 10 X 10 TOP OF FOUNDATION ------
W1 LPT4 CONNECTORS GAUGE WIRE LED
GRADE 54rd
.................sTR
A
DIAMETER ANCHOR BOLTS1.2 tR
W1 78 HIM DEPTH @ 48"0,C. J015Y Ori L6661 TO UNEXCAVATED E�t JCF"LR 25-81�- Tat.104T
W1 MIN.3`X3-xF"WASHER@ PLATE io 5T'
8'CONCRETE BLOCK FOUNDATION FOOTING DEPTH
WALL, INSTALL#4 REBAR VERT. t2
GES
PROV 2-#4 REBAR WITHIN FOOTING.
32'OC FILL CELLS.1�8'X 8'FTG _!j4kf@R
IG*O;C-(6-A;r?AkMfCGZ5 AND!L AT
BUILDING SECTION SCALE..4L. 1'-0' lid INTEFAW-009 Vj"malti Trx.FANEL Few
F09 TWOF SNEArtil' OFF THE FEkIL-1 CK EDGE'Of THE ROM INCLUMNG 4-0*f I mt.SIVE Qr I"c ov;;r PEAT.,mr 4,rnQ=I m
r
7'
Tv �tm wm!
11.1;,G.k.Kaqq wo
B�L• 6-
:a5f3a. I J.Catl..W:n and
2511,751
Gd
Ila,=-0 AT rm9Lr:DGW AM t�'AT
DOUBLE TOP PLATE
318'PLYWOOD SPACER TYPICAL HEADER
_MtDIATE 5VPF.ClPT5 it4Tdt iAlAEL Few
ORASPERPLANS
5
MT524C RAFTER TIE C-f.vcl-/ rM i D
BY SIMPSON OR EQ.
RAFTER 140TCHM RAFTERTM.AT WIN.HDR.
RIDGE
RIDGE HEA DER/WOOD BEAM AT A PER PLAN
-TO FLOOR PLAN WO-I
T'iII II
-= S oz"4,
zq-
6 C. S O-C
'0'
(2)2W JACK STUDS LT
4XVIUNG STUDS a OF PLATE AT
Hg8g!gk DETAIL (TYP M BOTH SIDES) D�JJOR OR
AT SING STORY
II I il4-)c24-20 GAGE
DBL 2X6 TOP PLATE HEADER sntAPSM.
TYP. AT 2NO FM EXT.
USE Ild COMMON NAMS 0 6- WALLS
11
O.C.ATHELD D4 %.WALL FRAME 016'0.C.
EDGa-REFER TO PLANS Of
FOR DESIGNATED 11/4-)(24-20 GAGE
RAFTER ZX6 BLOCMG 1w. STUD STRAPS TYP.
ATSFMATALL AT 2 SIDES OF OPENING BLDG.CORNERS .0
RAFTER )cfi wD STUDS AT
TOP PLATE 16,O.C.TYR RIM JOIST
T`- �O
TOP PLATE
Ilr COX EXTERIOR GRACE
PLYWOOD SHEATHING TYP. I/M4'20 GAGE
WALLSTLID HEADER STRAPS TYP. 0
WALL STUD RIM]DIST AS PER PLANS ATEACHSTUD,
RENCIVE EXISTING S"EATHING
TYPIC:eL RAFTER TO AS REQUIRED TO APPLY STRAPS
ML Bluo mmoom LIOM4 maggME00-m— WAWHEADE
NOT TO SCALE
NAILING)TrA]L(ELEVATION)
PROVIDE I?SPACING NOTTO SCALE
BETWEEN THE END STUD
AND THE 2 OTHER STUDS
FORALLOWNG
TYPICAL STRAPPING DETAILS
HOLDDOM INSTALLATION kC0..
NNECT CORNER STUD
TRANSFER SHEAR NOT TO SCALE
FASTENOTH,416d NN.a O.Cl
SIDEYVALLENDWALL
ME8R WAI L CORNER CONNECTION
PROPOSED ADDITION. ZONING INFO. GF4 COMPLIANCE: DESIGN CRITERIA- GENERAL NOTES. PROFESSIONAL INFO.' PAGE INFO:
1000-106-10-1-1 PARCEL: 21254.3 SQFT GROUND LOADS: SHEET 5
REIMER RESIDENCE 21,254.3 SOFT SNOW LOAD. 45 FROST LINE DEPTH:.361 LIVE LOA A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT NICK MAZZEFERRO, PE TITLE. SECTION
WIND SPEED: 130 MPH TERMITE: MODERATE_ LIVING AREAS: 40
125 RACOON ROAD MAX ALLOWED. .3475.43 soFr HEAVY THE APPLICABLE UPLIFT FORCES IN SECTION R802.11.1 GREEMORT,NEW YORK
R-40 CONFORMING 1 516-457-5596 SCALE. NOTED
MATTITLICK,NEw YORK 40/25/15/50 PROPOSED.' 2603.19 SaFT SEISMIC DESIGN CATEGORY.'B ICE BARRIER: REQUIRED BEDROOMS: 30 FROM THE ROOF ASSEMBLY TO THE FOUNDATION. DESIGN NICKMAZZAFERROPE@OUTLOOK.COM DLxu,,)z*r,'/-,,I vla,-vZAf or =09 DATE: 3.8.2025
FRONT/SECONDARY/SIDE/REAR LOT COVERAGE." 13.4% WEATHERING ATTIC W1 STORAGE:40 SHALL BE AS PER SECTION R301.2.1
P.J'f7!�P,51PA-_-;,-5rMP50, NA/LIIYC�
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PROPOSED ADDITION: ZONING INFO: GFA COMPLIANCE: DESIGN CRITERIA: GENERAL NOTES: PROFESSIONAL INFO. PAGE INFO:
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REINER REs1DENCE PARCEL: 21254.3 SOFT GROUND SNOW LOAD: 45 FROST LINE DEPTH:36� LIVE LOADS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT NICK MAZZEFERRO, PE SHEET 6
2/00-106 SOFT TITLE: CONNECT,ONS
T 125 RACOON ROAD MAX aLLowfD: 3475.43 S( 7 WIND SPEED: 120 NPN TERMITE: MODERATE-HEAVY LIVING AREAS: 40 THE APPIICAB!E UPLIFT FORS IN SECTION R602-11.1 GREEAFORL NtW Ymtr :n%k•Y•'rCF°tie�,trCFrVL,`iCc'
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MATTITUCK,NEVV YORY 40/2S/I$/$O PROPOSED: 2603.19 SOFT SEISMIC DESIGN CATEGORY:B ICE BARRIER: REQUIRED BEDROOMS: 30 FROM THE ROOF ASSEMBLY TO THE FOUNDATION. DESIGN F.= 4�jsrjAN7;�,..pr �CC.f,:C.' DATE 3.8.2025
LOT COVERAGE: 13.4% WEATHERING: SEVERE ATTIC W/STORAGE:40 SHALL BE AS PER SECTION RJ-01.2.1 MGCMan_AFFRROPEN!OUP_oOx.COM -rlen!`,}e4Ui:.4'A.^4•L.tf
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