HomeMy WebLinkAbout51866-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#: 51866 Date: 04/24/2025
Permission is hereby granted to:
Mark P Sisson
10505 Sound Ave
Mattituck, NY 11952
To:
construct additions and alterations to existing single-family dwelling as applied for per SCHD approval.
Premises Located at:
10505 Sound Ave, Mattituck, NY 11952
SCTM# 122.4-3
Pursuant to application dated 03/13/2025 and approved by the Building Inspector,
To expire on 04/24/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $1,213.40
CO-RESIDENTIAL $100.00
Total $1,313.40
Building^Inspector��
rr TOWN OF SOUTHOLD—BUILDING DEPARTMENT
ems"
c i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959
631 Telephone 765-1802 Fax 631 765-95021m1t /� , orti' o�ldl:owrl .
( ) go
Date Received
ID
For Office Use Only
PERMIT NO.. `r Building Inspettor:,—
Applications and forms must be filled out in their entirety. Incomplete Building Department
applications will not be accepted. Where the Applicant is not the owner,an Town of Southold
Owner's Authorization form(Page 2)shall be completed.
Date: July 26, 2024
OWNER(S)OF PROPERTY:
Name: LAUREN D. SISSON & MARK P. SISSON SCTM#1000- 122-01-03
Project Address: 10505 Old Sound Ave, Mattituck, NY 11952
Phone#: 631-298-5340 Email: misisson814@gmail.com
Mailing Address: 10505 Old Sound Ave, Mattituck, NY 11952
CONTACT PERSON:
Name: Ural Talgat
Mailing Address: 436 7th Street, Greenport, NY 11944
Phone#: 631 477 8963 Email: ural59@hotmail.com
DESIGN PROFESSIONAL INFORMATION:
Name: Ural Talgat
Mailing Address: 436 7th Street, Greenport, NY 11944
Phone#: 631 477 8963 Email: ural59@hotmail.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure I@Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project.
❑Other $ 100,000
Will the lot be re-graded? ❑Yes 9ONo Will excess fill be removed from premises? WYes ❑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? Dyes ®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 rime): Ural Talgat @Authorized Agent ❑Owner
Signature of Applicant: IVINIE D BUNBUNCH /
Date: 37— 1 li�Z�
,
Notary Public,Btato of New Yolk
STATE OF NEW YORK) No.01BU6185050
Qualified
SS:
Oorr►mi slon P es Apr 14,
Suffolk County
COUNTY OF y
)
Ural Talgat being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Architect
(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
6
' day of C... 0
Notary Public
PFIOPEIIII°'Y o III E1 LJT H01-117A—") G Ilia
(Where the applicant is not the owner)
Mark Sisson residing at 10505 Old Sound Avenue, Mattituck, NY 11952
do hereby authorize Ural Talgat to apply on
my beha o the T f otsouthoId Building Department for approval as described herein.
�.� 7/ 2
Owne s Signature Date
Mar isson
Print Owner's Name
2
Generated by REScheck-Web Software
Compliance Certificate
Project Sisson Residence
Energy Code: 2018 IECC
Location: Mattituckr New York
Construction Type: Single-family
Project Type: Addition
Orientation: Bldg. faces 0 deg. from North
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
All Electric false
Is Renewable false
Has Charger false
Has Battery: false
Has Heat Pump: false
Construction Site: Owner/Agent: Designer/Contractor:
10505 OLD SOUND AVENUE Ural Talgat URAL TALGAT
Mattituck,NY 11952 436 7 th street 436 7th street
Greenport, NY 11944 Greenport, NY 11944
6314778963 6314778963
ural59@hotmail.com ural59@hotmail.com
1pompliance: Passes using UA trade-off
Compliance: 19.3%Better Than Code Maximum UA: 124 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.33
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Env l ASS_ r b� l e Gross Area
Prop.Cavity Cont. Prop.
Perimeter
Ceiling: Flat Ceiling or Scissor Truss 420 30.0 7.0 0.028 0.026 12 11
Wall south elevation: Wood Frame, 16"o.c. 164 19.0 7.0 0.041 0.060 5 8
Orientation: Front
Window:Wood Frame
SHGC:0.33 18 0.300 0.320 5 6
Orientation: Front
Window Copy:Wood Frame
SHGC:0.33 18 0.300 0.320 5 6
Orientation: Front
Wall west elevation:Wood Frame, 16"o.c. 270 19.0 7.0 0.041 0.060 9 13
Orientation: Left side
Project Title: Sisson Residence Report date: 07/18/24
Data filename: Pagel of 2
Prop.Gross Area
Req. Prop.
Assembly or Cavity Cont.
Window 2:Wood Frame
SHGC: 0.33 16 0.300 0.320 5 5
Orientation: Left side
Window 2 Copy:Wood Frame
SHGC: 0.33 16 0.300 0.320 5 5
Orientation: Left side
Window 2 Copy Copy:Wood Frame
SHGC: 0.33 16 0.300 0.320 5 5
Orientation: Left side
Wall north elevation: Wood Frame, 16"o.c. 164 19.0 7.0 0.041 0.060 6 9
Orientation: Back
Window 3:Wood Frame
SHGC: 0.33 16 0.300 0.320 5 5
Orientation: Back
Wall east elevation:Wood Frame, 16"o.c. 270 19.0 7.0 0.041 0.060 10 15
Orientation: Right side
Door: Solid Door(under 50%glazing) 20 0.270 0.320 5 6
Orientation: Right side
Floor:All-Wood joist/Truss 420 19.0 7.0 0.035 0.047 15 20
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application.The pro ,has, gilding has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with �dtit i reuirements li d in the REScheck Inspection Checklist.
Rf� 3
Name-Title � iogna Date
02
4
Project Title: Sisson Residence Report date: 07/18/24
Data filename: Page 2 of 2
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PROPERTY: 10505 OLD SOUND AVENUE
ADDRESS MATTITUCK, NY 11952
OWNER: LAUREN D. SISSON & MARK P. SISSON
10505 OLD SOUND AVENUE, MATTITUCK, NY 11952
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SITE: 21,778 sf = 0.49 ac
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ZONING: R-40
4 76'1 8' 'J� SURVEYOR: P O BOX gpgRVEYORS, P.C.
5 1230 TRAVELER STREET
SOUTHOLD, N.Y. 11971
LICENSE # 49618
0 usij DATED 3/19/2024
I S N R E " I " N
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MATTITUCK, NEW YORK
DATE: 7-30-2024
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ARCHITECT
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a o ,� GREENPORT, NEW YORK 11944
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DATE: 7 / 30 12024
AZ U RAL TALGAT
ARCHITECT
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� yo (631)477-8963
BUILDING PERMIT SET
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MATTITUCK, NEW YORK
DATE: 7 / 30 / 2024
TA {= U RAL TALGAT
��'� � ARCHITECT
' 436 7th STREET
mill �� o �, GREENPORT, NEW YORK 11944
MuILDRNG OP"" Erm" MIT SET ` 2 ao'�y0� (631)477-8963
STRUCTURAL REVIEW E3`1' STVVE MARESC A, PE
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS HOT3188-01 WEST MONTAUK HICvHWA1', HAMPTON SAYS, N`1' 11cI46
FOR WALL OPEN I NCB PROTEGTI ON OF 120 MPH S-SEGOND WIND GUSTS PHONE 651 -720 c1480
( MAXIMUM MEAN ROOD HE I GHT: S�I 1 51MP50N LSTA - 20 6AGE
/ RIDGE STRAP - ALL ROOF RAFTERS DESIGN CRITERIA:
' �- 2 x 6 TIE ® EAGH RAFTER USE/OCCUPANCY CLASSIFICATION
DESIGN IN ACCORDANCE WITH AMERI CAN
IN VIEW OF STRAP. S I NGLE FAM I LY RESIDENTIAL FOREST PRODUCTS WOOD FRAME
r CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE
I ` ` \ ° I1�aui��D ���ROM�EDGE PRESCRIPTIVE METHOD
SHUTTER ASSEMBLY 1 ` \ HEIGHT
N.T.S. e�", ` \ a I II GROUND SNOW LOAD - 45 PSF.
FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 1 35 -O MAXIMUM FIRST LEVEL - 40 PSF. L.L.
23/32" (5/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I ` \
(OVERLAP AROUND OPENINGS 4") I � ° ALTERNATE POSITION OF LIVING AREAS - 40 PSF. L.L.
Y. I I I HURRICANE CLIP USE FIRE AREA BEDROOMS SPEED - 130 MPH L.L.
ASSEMBLY: SIMPSON H3
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I SEISMIC DESIGN CATEGORY - B
#IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I RCS I D NG : X
NE
WOOD SCREW @ I b" O.G. I I ° CLIP NAILED. ROMA
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: WEATHERING - SEVERE
#10 TEE NUTS ATTACHED TO BLDG. w/ #IOxl-1/2 ( W/ WASHERS) I I TYPICAL ALLRAAFTERS FROST LINE DEPTH - 36"
MACHINE BOLT ® 12" O.G. ° 1 5 - Sd NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY
APA RATED PLYWOOD TO PROVIDE 8d COMMON CONVENTIONAL LIGHT fRAM� WOOD DECAY - SLIGHT
EXTEND TO TOP OF TOP CONSTRUCTION ICE SHIELD UNDERLAYMENT REOUIRED - YES
NAILS ® 4 O.G. AT
EXTERIOR EDGE OF ALL
\ \ I SHEATHING.
GENERAL NOTES
I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
° ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE
I AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN
" MULTIPLE SECTION ASSEMBLY:
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW PORK STATE ENERGY
1 I 1 1/4" THICK BOLTS a 2' OG MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE.
I I I 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION.
1 I I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
I I 1 I I STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS.
I I PLYWOOD SHEATHING PARTITIONS, EXCEPT AS NOTED ON DRAWING.
TO OVER LAP BOX IT ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
BEAM - TOP + BOTTOM. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
I I I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER.
I I I I SIMP50N M5T27
I 1 1 i I/2" WIDE - 20 GAGE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
1 I I 1 I I 1 METAL STRAP &A 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE
VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
It- 1',"
�/ I DOUBLE TOP
SHUTTER ASSM B CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. W
E L i I I I I 11 2 x 6 6I6" O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL Icl. DO NOT BAGKFILL AGAINST FOUNDATION ALLS
N.T.S. I I I I 1 STUDS BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
FOR PANEL SPAN5:4' OR WIDER SPAN I � I�" I THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
I I 1 1 I CONCRETE SLABS TO BE COMPACTED TO Q5Y ENTRY FROM HOUSEAND IN BASEMENT ( TO ATTACHED GARAGE AREA.IF APPLICABLE ). P051TION AR
25/52" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD RELATIVE DENSITY.
(OVERLAP AROUND OPENINGS 4") I 1 I I WRAP + NAIL STRAP 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
2x4 STRONG-BACKS 0 24" OG I I AROUND SILL PLATE -7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE
11 I� AT ANCHOR BOLT 4 - 8d NAILS SUPPORTED BY DOUBLE UPRIGHTS, a.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY
ASSEMBLY: I I SIMP50N M5T27 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE.
1). PREASSEMBLE PLYWOOD TO 2x4'5: # lOx3" (w/ WASHERS) GALVINIZED OR 1 1/2" WIDE - 20 GAGE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING.
STAINLESS STEEL WOOD SCREW @ 12 O.G.
I I METAL STRAP c48 or.,. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I,�'" NAIL SHEATHING TO SILL PLATE 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
#IOx3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL " :;' 8d NAILS a 4" O.G. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE
WOOD SCREW ® 16" O.G. HOUSE BE UPGRADED WITH HARD WIRED 4
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: T ,> ;•• a. PROVIDE FLASHING AT ALL ROOF BREAKS,
#10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) 2 - #5 REBAR :::<;' :+: : 2 x 6 SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS.
�� `"_'" ACa TREATED. AND DECKS ETC..
MACHINE BOLT 0 12 O.G. ;,Y'.; ;° 25. THE NYS CODES ALSO APPLY TO ACCESSORY
WINDOWS - GLAZED OPENING SEE FOUNDATION DWG. :''' STRUCTURE DESIGN.
"X: .;� 10. DO NOT SCALE DRAWINGS.
FOR DESIGN. ,,;;;}.;._: 5/8 x 12 A.B. ®48 oC. 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
'� .:s.;: ; w/ FENDER WASHER. II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE
PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS.
IN ACCORDANCE WITH LARGE MISSILE TEST OF FOR THE INSPECTION OR SUPERVISION OF
ASTM E IcIQb AND OF ASTM 1886.
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS THIS CONSTRUCTION PROJECT. FEDERAL, STATE
AND LOCAL ZONING AND BUILDING GORE COMPLIANCE
IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH SHALL BE THE RESPONSIBILITY OF THE
ALIGN WITRE PROVIDED.
J .FASTENERS
HTO &NED TO
PLATE. CRITICAL LOAD PATH CONTRACTOR.
SHALL COMPL
PANELS TO BE MAINTAINED ON SITE. Y W/NYSE3G CHAPTER #2�04.�.6
LABEL LOCATIONS ON EACH PANEL.
FRAMING NOTES
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4"
NAILING SCHEDULE
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c.
BETTER. I NTERMED I ATE.
TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/5" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT.
a SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR,
EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE
RAFTER/TOP PLAT PLYWOOD TO BE SET ON SOLID BLOCKING
PLATE 3-Ibd (TOE NAILED) . GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
CEILING JOIST/TO PLATE 4-5d (TOE NAILED) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE
CEILING JOIST/PARALLEL RAFTER 8-I6d (PAGE NAILED)
4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED GL I PS AT ALL PERIMETER JOIST TO CG 1 RDER
o CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH CONNECTIONS.
7
h COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
BLOCKING/RAFTER 4-8d (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
O RIM BOARD/RAFTER 4-16d (END NAILED)
TOP PLATE/TOP PLATE 2-Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
a TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
STUD/STUD 2-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
HEADER/HEADER Ibd (PAGE NAILED) STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
GABLE ROOFS 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights,
o < lO TOP or BOTTOM PLATE/STUD 3-Ibd (END NAILED)
stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4"
BOTTOM PLATE/FLOOR JOIST 3-Ibd (FACE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
a BRIDGING/JOIST 2-I0d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE A5 PER MANUFACTURERS
h BLOCKING/JOIST 2-I0d (TOE NAILED)
BLOCKING/SILL orTOP PLATE 3-Ibd (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
O o WITH RATED GALVANIZED METAL CONNECTORS BY
10 < o L45 LEDGER STRIPBEAM 4-16d (FACE NAILED) 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
JOIST ON LEDGERBEAM 3-16d (TOE NAILED) "TECO OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G..
BAND JOIST/JOIST 3-16d (END NAILED) q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
h BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
GABLE ROOFS PLYWOOD ROOF DECKING ad a4" O.G. EDGE5, ®8" O.G. FIELD SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
100< o (,Soo 100< o <,45 o STRIP SHEATHING 8d (ON�E/RAFTER) ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
PLYW W OOD ALL SHEATHING 8d @ 4 O.G. EDGE5, ®8 O.G. FIELD OWNER.
PROVIDE 8d COMMON NAILS ® 4' O.C. PLYWOOD SUBFLOOR DECKING ad ®6" O.G. EDGES, @12" O.G. FIELD
ON D
V-ftzk t N 'r",4 "wo
r R, `220 %'"10
AT HIGH PRESSURE ZONE - 6" O.G.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP.
10� O �30 O
PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR
PORTIONS OF PANELS IN HIGH PRESSURE ZONES. MATTITUCK, NEW YORK
NOTE : a = 4 FT. IN ALL CASES
COMPONENT AND CLADDING PRESSURE ZONES DATE: 7-30-21024
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U RAL TALGAT
ARCHITECT
S T"ll' mum C T U ro"AL NO 0 T It:b" "U" ET "Am I LSo 436 7th STREET
24
BUILDING PERMIT SET ,, F(aF,�� � REENPORT, NEwrYORK 11944
(631)477-8963