HomeMy WebLinkAbout45663-Z g�fFe�Vic` Town of Southold
o� o� 12/11/2021
a y�4 P.O.Box 1179
o _ _ 53095 Main Rd
A,* 4� �r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42603 Date: 12/11/2021
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 35 Atlantic Ave(aka 401), Greenport
SCTM#: 473889 Sec/Block/Lot: 34.-3-56
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/23/2020 pursuant to which Building Permit No. 45663 dated 1/11/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
non-habitable,non-sleeping unheated accessory garage with covered porch half bath and unfinished storage space
above as applied for.
The certificate is issued to Paul,Neena
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45663 10/5/2021
PLUMBERS CERTIFICATION DATED 12/7/2021 GBeure
�OFF01A TOWN OF SOUTHOLD
.ate °may BUILDING DEPARTMENT
y x '. 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#: 45663 Date: 1/11/2021
Permission is hereby granted to:
Paul, Neena
401 Atlantic Ave
Greenport, NY 11944
To: demolish an existing accessory building and construct a new accessory garage as
applied for.
At premises Located at:
35 Atlantic Ave (aka 401), Greenport
SCTM #473889
Sec/Block/Lot# 34.-3-56
Pursuant to application dated 12/23/2020 and approved by the Building Inspector.
To expire on 7/13/2022.
Fees:
DEMOLITION $210.40
ACCESSORY $543.60
- C(. ORY BUILDING $50.00
Tota : $804.00
Building Inspector
pF SOUT�,oI
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G sean.devlin(-town.south old.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Neena Paul
Address: 35 Atlantic Ave city:Greenport st: NY zip: 11944
Building Permit* 45663 section: 34 Block: 3 Lot: 56
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electric License No: 3897ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 15 Ceiling Fixtures 7 Bath Exhaust Fan
Service 3 ph Hot Water 40A GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches g 4'LED Exit Fixtures Pump
Other Equipment: 12 Circuit Panel / 12 Used
Notes: Acc. Garage w/ Bath and Storage Above
Inspector Signature: Date: October 5, 2021
S.Devlin-Cert Electrical Compliance Form
S
:140 Soucy
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
CA
P.O.Box 1179
Southold,NY 11971-0959DIN
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BUILDING DEPARTMENT 4
TOWN OF SOUTHOLD DEC m b 2021
BUILDING DEFT
TOWN OF SOUTI-HOLD
• I
I
CERTIFICATION
1
Date:
Building Permit No. ✓E��6 J
Owner:
(Please print)
Plumber: �� e-�'►r
(Please print) -�
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumb s Signature)
Sworn to before me this
day of 20�
Notary Public, _�Coanty
L73 ..
BUILDING DEPARTMENT- Electrical l: ector
AUG
TOWN:OF SOUTHOLD �.'2O21
aIL
Town H :Annex-. 54375 Main Road,- PQ:Box.1179
VC,
rr Southold, New:York 11971 0959 ''�� �tTfr I31 ''t'.
Tele hone 631 765
1802:'. FAX 631 �T6t5 9542 f
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APPLICATION FOR ELECTRICAL 1NSPECTI:ON_
- _
ELECTRICIAN INFORMATION"Allinformation Required): : Date /24,421 . will
Company Name::: Paul Burns Electneal Contractors Inc
Name . Bob'Burns
License No. 3897
burns r
o tontine net {
email, .P
Address �.PO Box 1061 Southol77
a,z 11971
, t.. .
JOB SITE INFORMATION (All.Information Required)
Name 4.
Lubitz: r
....:..:...::
:.Address 35 Atlantic Ave Greenport
-
L
Cross Street::: .Bndge;Street
Phone-No
f
BIdg:Permit# t
45663.
Tax Map District j 1000 Section 3� Block Lot
_.,. .
_ _
�. .. _ �..
3;
BRIEF DESCRIPTION OF.WORK (Please Print Clearly) .
Wire: rage':. . .. ::
. : Circle All:That Apply;.. : -:
: .Is job ready for inspeetron? : : YES'/:NO'.. :::-`4.::R6 ': ugh to Final
Do.you need a Tem Certificate; E
y.. p. Y S / O n
Temp Information: (All.lnformatIon required)
Service Size 1 Ph 3 Ph Size: ::..:.: < ::.:A #.Meters.. -Old Meter#_Y
New Service - Fire Reconnect:.Flood Reconnect=.Service Reconnected - Underground - Overhead
# Underground Laterals. 1 2. H Erame Pole- .: ::1Nork done on Service? Y N
Additional Information: ..
PAY.MENT:DUE WITH APPLICATION
Request for Inspection Formals O
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm, 765-1802
INSPECTION
[ FOUNDATION 1 ST #-C( [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND : [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE q+ INSPECTOR
�O��pF SDOlyo6
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECN
[ ] FOUNDATION 1ST [ 7.ROUG?HPLBG.
[ OUNDATION 2ND [ ] SULATION/CAULKING
] FRAMING/STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
RE ARKS:
DATE u INSPECTOR
OF SOUT,folo
# # TOWN OF SOUTHOLD BUILDING DEPT.
�o • �o
`ycou765-1802 147
INSPECTION .'
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
[ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ]' PRE C/O
REMARKS:
DATE INSPECTOR
oF soulyOlo
# * TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] lNSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: �1
j4h X-E&I - Ot M
DATE 2�_ .INSPECTOR
} ,TOWN OF SOUTHOLD,BUILDING DEPT.
765-1802
IKSPEC710n,
ION
[ ] FOUNDATION 1ST [ GH-PLBG.
[ ] FOUNDATION 2ND - - - = [-' ], INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REM KS:
jolt
tUle/
l GCS
DATE °I'��'Y� INSPECTOR
Of SObTyO6
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`yrouxn ''� 765-1802 ��` L
: INSPECTION
'[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] ' FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/-STRAPPING [ ] FINAL
[ ] FIREPLACE-&-CHIMNEY ` [ ] FIRE SAFETY INSPECTION'
[ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: ,-
DATE I 0 = INSPECTOR
a0F SO//%,
= # # TOWN OF SOUTHOLD BUILDING DEPT.
7654802
INs" PECTION
[ ] FOUNDATION 1 ST `[ ] ROUGH PL13G.
[ ° ] FOUNDATION 2ND .. [ ] SULATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL
[ ]. FIREPLACE & CHIMNEY " [- ] FIRE SAFETY INSPECTION
[
] .,FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE �ZI - 20 INSPECTOR
ry CO TS
FIELRINSPECTION REPORT DATE
t S 75
FOUNDATION(1ST) �i
FOUNDATION(2ND).
a
r
'+ ROUGH.FRAMING& y
PLUMBING.
1
• ..__ -fib
INSULATION.PER N.Y.
STATE ENERGY CODE _
r
FINAL
ADDITIONAL OMMENTS:
Do
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f urtiP BUILDING DEPARTMENT- Electrical I ector ,
TOWN OF SOUTHOLD AUG
?_ n 2021
Town Hall Annex- 54375 Main Road - PO Box 1179
t _ Southold, New York 11971-0959 P"U DiNGDEQ.
Telephone (631) 765-1802 - FAX (631) 765=9502 `
rogerrCa_Dsoutholdtownny.gov - sea ndP-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 8 /24121
Company Name: Paul Burns Electrical Contractors Inc
Name: Bob Bums
License No.: 3897-ME email: pbunsJr o tonline.net
Address: PO Box 1061 Southold,NY 11971
_
Phone No.: 631-365-4735.
JOB SITE. INFORMATION (All Information Required)
Name: Lubitz
r
Address 35 Atlantic Ave Greenport
�_ cr
Cross Street: Bridge Street
Phone No.:
Bldg.Permit#: . 45663 email: .
Tax-Ma.- pDistrict: 1000 Section '3 _ . ,Block 77 Lot:
�
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Wire.garage
Circle All That Apply:
Is job ready for inspection?: QYE / NOLRough In Final
Do you need a Temp Certificate?: /� n.
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
-Additional Information:
.PAYMENT DUE 1lWITH APPLICATION
04-
Request
for Inspection.Form.xIs �O
"05-S�}��pt� BUILDING DEPARTMENT- Electrical Inspector
A TOWN OF SOUTHOLD
Q Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
'A 4 Telephone (631) 765-1802 - FAX (631) 765-9502
rogerrCa-),southoldtownny.gov — sea nd(c�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali information Required) Date:
Company Name:
Name:
License No.: email:
Phone No: ❑I request an email copy of Certificate of Compliance
Address.:
JOB SITE. INFORMATION (All Information Required)
Name:
Address: 9 _
Cross Street:
Phone No.:
Bldg.Permit #: u email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please int Clearly)
r rc_ c .
Check All That Apply:
Is job ready for inspection?: ❑YES ❑NO ❑Rough In ❑Final
Do you need a Temp Certificate?: DYES ❑NO Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020.xisx
PERMIT# Address:
Switches
Outlets
GFI's
Surface I
Sconces
H H's
UC Lts
Fans Fridge HW �
Exhaust Oven W/D
Smokes DW Mini
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Hood Service
Amps Have Used
Special: / bo
Comments
25235 Main Road,
Cutchogae NY 14935 Samuels & Steelman
(631) 734 6405 Architects
Fax (631) 734 6407
TRANSMMA=
To: Bung Dept Fk= Nancy Steelman
Adams: Town of Souf W Annex Datw April 2t,2021
Southold,NY cc:
Re: Paul Lwft Gaage
! Urgent x ForRevie l P1ww Cmvmt ( Please Reply
Description:
As Built Foundation Site Plan for Garage - Building Permit #45663
as requested by the Building inspector
25235 Main Road,
Cutchogue NY 11935 Samuels &
(631) 734 6405 Architects
Fax (631) 734 6407
TO: BtRI DING DIEPARTNENT Fns Nancy Sbe ftm
Adckvss-. TCWMOFSOUTHMD Data July 6,2021
P.O. Box 1179 CC:
Southold NY 11971 Re: Paul Garage
i _knpjt Y Fart w tPblesmso Cgs t R Iv
Description:
1. SCDHS -Approved Site Plan
2. Three Revised Floor Plans
Please amend Building Permit #45663 issued on January 11, 2021
for a new Powder Bath in the applied for Garage. Original permit
did not include the Powder Bath due to SCDHS approval for sewer
lines.
Property is located a 420 Atlantic Ave. Greenport.
Nancy Steelman
®
D
S A M U E L S & SEP - 3 2021
S T E E L M A N
BUMD1NG DEPT.
TOWN OF SOUTHOLD
August 30, 2021
Southold Town Building Department
54375 Main Road
Southold, NY 11971
Re: Paul — Lubitz Garage
401 Atlanta Ave
Greenport, NY
SCTM# 1000-34-3-56
Building Permit#45663
Dear Building Official,
I am administering the construction of the above referenced project, and have inspected
the under slab plumbing, and hereby certify that it meets all the requirements of the
Building Code and the Construction Documents approved by the Town.
Thank you,
oF NEW
Nancy Steelman, R.A. CO y�.srFF
Samuels and Steelman Architects
0153 G
,r f D
ARCHITECTS
25235 MAIN ROAD
CUTCHOCUE,NEW YORK 11935
(631)734-6405
FAX(631)734-6407
r� r rl �n, . REVISIONS
t (�_,
ri
T'C, 3 910
Lz
BUILDIN-C DEPT
"am" I E D A A^
TOWN OF SOUTHOLD
SCTM # 1000-34-03-56
PROPERTY: 401 Atlantic Avenue
Greenport, NY 11944
OWNER: Neena Paul & Steve Lubitz
N 73d 18 '03 "E109. 98 , 401 Atantic Avenue
• _ Greenport, NY 11944
SITE: 15,895 SQ. FT. = .365 AC. Q
AREA �-
u- . . Q ZONING: R-40
"'IF"AlTH SERVICES
/ SURVEYOR: JOHN EHLERS w
// / / 6 EAST MAIN ST.
/
N
/ RIVERHEAD,NY 11901 V�
631369-8288 Z
11 /17/2021 R-21 -0223
" . r..° °s. DATED: SEPT. 24, 2012 Q
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I DATE:
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SCALE:
EXIST. SENOR MAIN - YILLA6E OF 6REENPORT
1" = 10 - 0"
I
SHEET TITLE:
EXIST. WATER MAIN - 5UFrOLK COUNTY WATER AUTHORITY -- I - SITE
PLAN
BRIDGE STREET
SHEET NO:
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SCALE: 1" = 10'-0" SCDHS AS BUILT
SCDHS # R21 -0223
REVISIONS:
JULY 8, 2021
A A POWDER BATH
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - L _ LVL - - - - - - -- -
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APHH46 PLANS
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��--►�,�����DFT`T. SHEET NO:
F Opp` U N D At T 10 N L A N
SCALE: 1/4" = 1' -0"
FlwKmqkSTFLOU" R PL A N.
SCALE: 1/4" = 1' -0"
REVISED DRAWING
DATE: July 8. 2021
aG�.
REVISIONS:
4/14/21
AS BUILT FOUNDATION
.SITE DA01""A
SCTM # 1000-34-03-56
PROPERTY: 401 Atlantic Avenue
Greenport, NY 11944
OWNER: Neena Paul & Steve Lubitz
401 Atantic Avenue
�y = Greenport, NY 11944
N 73 d 18 0 3 "E in in 109. 98 '
SITE: 15,895 SQ. FT. _ .365 AC.
AREA
ZONING: R-40 Uj
to REAR
AGKRD EXISTIN& 60 REMAIN
ALLOW. LOT 20% OR 3179 SF
5 -q COVERAGE: O
EXIST. LOT 2020 SF
1 22' 101 so PG COVERAGE: Y
z � COVERAGE: W
� N
GARAGE: 746 SF Uj Z
Q = GARAGE o
ENTRY PORCH: 20 SF
AS-BUILT O POOL: 384 SF
N FOUNDATION FTI TOTAL: 3170 SF OR 19.94%%
Iv PLAN o
O SURVEYOR: JOHN EHLERS W
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AS BUILT FOUNDATION
,jITE DATA
SCTM # 1000-34-03-56
PROPERTY: 401 Atlantic Avenue
Greenport, NY 11944
OWNER: Neena Paul & Steve Lubitz
401 Atantic Avenue
Greenport, NY 11944
SITE: 15,895 SQ. FT. = .365 AC.
AREA
ZONING: R-40 —7—G
ALLOW. LOT 20% OR 3179 SF
COVERAGE: O
EXIST. LOT 2020 SF
COVERAGE:
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ENTRY PORCH: 20 SF
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Z ::;. •,.,_;., � TOTAL: 3170 SF OR 19.94%%
SURVEYOR: JOHN EHLERS
", ' 6 EAST MAIN ST.
RIVERHEAD,NY 11901 LLI
631 369-8288
/ -r DATED: SEPT. 24, 2012
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DATE:
DECEMBER 18, 2020
SCALE:
1/4" = 1'-0"
SHEET TITLE:
BUILDING
ELEVATIONE.
SHEET NO:
PEA O / Ifs1 '
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SWITCH
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SHEET TITLE:
SECTION "B"
SHEET NO:
rPERMITABOIDloft, A W1 lk m P%UKM Nk,7
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT 3 STRUCTURAL REVIF-W 5Y 5TF-VF- MARF5CA, PF
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ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I00
FIRST LEVEL - 40 PSF. L.L.
#10x3" (w/ WASHER5) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSF. L.L.
WOOD SCREW a I6" O.G. SIMPSON H2 HURRICANE BEDROOMS - 30 P5F. L.L.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I 1 " CLIP NAILED. FROM '
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I ( RAFTER TO STUD. - FIRE AREA WIND SPEED - 150 MPH LLJ
MACHINE BOLT ® 12" O.G. •�-' 1 5-8d NAILS RAFTERS GA END 5E 15M I G DE51 GN G TEGORY - B Z
i
RESIDENCE: X WEATHERI N5 - SEVERE
APA OD
EXTEND TOOTOP O TOPTO
PROVIDE 8d COMMON FR05T LINE DEPTH - 36"
1 PLATE. NAILS a 4" O.G. AT 1 1
\ 1 EXTERIOR ED6E OF ALL TERMITE - MODERATE TO HEAVY 0)
•'� 1 TYPE OF CONSTRUCTION DECAY - SLIGHT Q
CONVENTIONAL L I C HT FRAME MOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES �r =
CONSTRUCTION I-
ISI' 1� LTIPLE SECTION ASSEMBLY: �: O
1/4" THICK BOLTS a 2' 00
LL
I I
GENERAL NOTES z
I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q
I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE
I I I 1 I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
I PLYWOOD SHEATHING 1 CONSERVATION CODE, AND LOCAL AUTHORITIES.TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN
BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY
I
SIMINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE.
1 I I II
1�2� IDE ON 520 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O
I I I I I I METAL STRAP ®48 OC,. LARCH STRUCTURAL GRADE #2 OR BETTER.
" GRANGES PRIOR TO AND DURING CONSTRUCTION.
1 I" I°t '°� 4. PROti'IDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BEM Z
SHUTTER AS S E B LY ' ' 1 I I CL
DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. w
I 2 x 6 ®I6" O.G. PLATE
N.T.S. I I I ( I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE W
I 5. BRIDGING TO BE PROVIDED FOR ALL JO I STS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM w
FOR PANEL SPANS:��' OR WIDER SPAN I �' I�' I�� FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
A-325 BOLT5, 3/4" DIAMETER. LJ= cD
I
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD ' 1 ' 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
(OVERLAP AROUND OPENINGS 4") I I I 1 INSURANCE NECESSARY TO PROTECT THE ENGINEER
WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER.
2x4 STRONG-BACKS @ 24" OG I�-' I•J,- AROUND SILL PLATE 4 - Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS
1 1 I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L IQ. DO NOT BACKFILL AGAINST FOUNDATION WALL5
ASSEMBLY: I I SIMP5ON MST2'1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
I). PREASSEMBLE PLYWOOD To 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I I ItT' INIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLESS STEEL WOOD SCREW 0 12" O.G. I•�' CONCRETE SLA55 TO BE COMPACTED TO C15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL. SHEATHING TO SILL PLATE
?�; > '` 86 NAILS a 4" o.G• RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. o!S Z , c
#10x3" (w/ WA5HER5) GALVANIZED OR 5TAINLE55 STEEL '"~`'°`::
WOOD SCREW ® lb" O.G. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND t°
'1. ALL HEADERS 6.0 FT I N LENGTH AND OVER TO BE
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ,'r t: 2 xE� SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) AGO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER
MACHINE BOLT ® 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. .J a
SEE FOUNDATION DWG. ?ti '=s c p 0:°
, ,,.:,. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. F-
FOR DESIGN. ::.. 5/8 x I2 A.B. ®48 OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO um X
w1 FENDER WASHER. W -j •W L Q
GLAZED
8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT h-z w
U.
N D O �F�`�,%� - GLAZED OPENING ``''``"''i' PENETRATIONS NOW REGUIRE5 THAT ALL SLEEPING ROOMS IN THE W .o� w
PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 Q C-4 0
CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 2W • N 0
IN ACCORDANCE WITH LARGE M1551LE TEST OF AND DECKS FTG.. Q �4
ASTM E Iga6 AND 01= ASTM 1886. 23. THE NYS CODES AL50 APPLY TO ACCESSORY
CONTRACTOR MAY 05E WOOD STRUCTURAL PANELS m
IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN 'F SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. v
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH N C/) • =°
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
ALIGN WITH WINDOW JACK POSTS HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAIN'T'AINED ON SITE. SHALL COMPLY W/NY550 CHAPTER #2304.cIh THIS CONSTRUCTION PROJECT. FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEL.
AND LOCAL ZONING AND BUILDING GODS COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
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t �4• `�L \�y' ya�� r 9 •f
NAILING SCHEDULE FRAMING NOTES '�'(r
TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" �,�
{ DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR
BETTER. o.c. EXTERIOR EDGES AND 6 d 12" ox..
o
51 ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51 ZE5 I NTERMED I ATE.
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" 01 PROJECT NW.
In MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1902
RAFTER/TOP PLATE 3-Ibd (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT.
CEILING JOI5T/TOP PLATE 4-8d (TOE NAILED) 3. ALL 5UBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY:
CEILING JO15T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
CEILING JOIST LAPS OVER PARTITION 7-lbd (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4 stirap)
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) �� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS
WITH DOUBLE UPRIGHTS, Q-O AND OVER WITH
e� CIS- RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE:
U
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. DECEMBER 18, 2020
TOP PLATE AT INTERSECTIONS 416d (PAGED NAILED)-
a MINIMUM OF 2-2X8 OR A5 5HOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA •
h STUD/STUD :2-16d (FACE NAILED)
HEADER/HEADER Ibd (PAGE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS
TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE:
Ion o L45 0 o 6'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS IN5TAL ED
BOTTOM PLATE/FLOOR JOI5T 3_16d (FACE NAILED) CIRCULATION IN ROOFS. L
o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB
BRIDGING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL
BLOCKING/JOIST 2-lOd (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWING5. BEARING POINTS AT A MINIMUM. A 51N6LE 1 3/4"
GABLE ROOFS BLOCKING/SILL or7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL TOP PLATE 5-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES &
17- lO100< o <,50 o Io 0< o X45 0 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGSE NAILED) . PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
„ BOAND �OIST/rJOISEAM 3-Ibd (E�D NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONSCOMPONENTS . BE AS PER MANUFACTURERS DETAILS
PROVIDE 8d COMMON NAILS ® 4' O.G.
AT HIGH PRESSURE ZONE - 6 O.G.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA.
IO'R o X30 o PLYWOOD ROOF DECKING ad @4" O.G. EDGES, @8" O.G. FIELD "TECO" OR APPROVED EQUAL.
STRIP SHEATHING ad (ONE/RAFTER) GALVANIZED MACHINE BOLTS a 12" O.G.. SHEET NO:
PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING ad a4" O.G. EDGES, o8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
PORTIONS of PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 86 @6" O.G. EDGE5, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
NOTE : a = 4 FT. IN ALL GA5ES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
COMPONENT .AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. OWNER.
PERMIT/BID DRAINING