HomeMy WebLinkAbout47367-Z �o�Og11FFUCK4pGy Town of Southold 9/24/2022
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43444 Date: 9/24/2022
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 4370 N Bayview Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 79.-2-4.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/4/2022 pursuant to which Building Permit No. 47367 dated 1/20/2022
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:
"as built"interior alterations, including removingindoor and conversion to living space,to an existing single
family dwelling as applied for.
The certificate is issued to Schwab C&T Living Trt
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47367 8/29/2022
PLUMBERS CERTIFICATION DATED
ut
0 U
Signature
o�Suf c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
N x TOWN CLERK'S OFFICE
"oy • o��hti 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#: 47367 Date: 1/20/2022
Permission is hereby granted to:
Schwab, Charles
15275 Burnaby Dr
Naples, FL 34110
To: Legalize as built interior alterations- removing indoor pool and conversion to living
space- at existing single family dwelling as applied for. Additional certification may be
required.
At premises located at:
4370 N Bayview Rd, Southold
SCTM # 473889
Sec/Block/Lot# 79.-2-4.3
Pursuant to application dated 1/4/2022 and approved by the Building Inspector.
To expire on 7/22/2023.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $784.00
CO-ALTERATION TO DWELLING $50.00
Total: $834.00
Building Inspector
pF SOUTyoI
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.devlina-town.southold.nv.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Schwab C&T Living Trt
Address: 4370 N Bayview Rd city:Southold st: NY zip: 11971
Building Permit#: 47367 Section: 79 Block: 2 Lot: 4.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Pumillo Electric License No: 2300ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor 1st Floor Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures Bath Exhaust Fan 1
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks
Disconnect Switches 4 4'LED Exit Fixtures Pump
Other Equipment: W/D
Notes: Renovate Laundry/ Living Room and new bathroom
Inspector Signature: Date: August 29, 2022
S.Devlin-Cert Electrical Compliance Form
-7 3
OE SOUIyo tG/ 9 5 70 !get re
# # TOWN OF OUTHOLD BUILDING DEPT.
�o • �o
�ycou765-1802
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 2,LfZ Z INSPECTOR G--
✓SCJ pF so(/Ty� -
�o �o
# # TOWN OF SOUTHOLD BUILDING DEPT.
�O • i0
`yco 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ UGH PLBG.
[ ] OUNDATION 2ND [ INSULATIOWCAULKING
[V FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] ,-FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ,ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
N MTV(,.- c
NogAt"'Aa 9vlo-lm)3)Zg 202 INSPECTOR
�-7 af 50p1�,o6
q' # # TOWN OF SOUTHOLD BUILDING .DEPT.
rou�m '' 765-1$02
INSPECTION
[ ] FOUNDATION 1ST TROUGH PLBG. s
[ .] 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: Q I'.5® AM t10 Wass 9&0-a-6-6 '3
DATE �-t INSPECTOR /// 45:'��
of SOUTyO� y, �!" / 9 -370 N
# # TOWN OF SOUTHOLD BUILDING'DEPT.
765-1802
INSPECTION ..
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION-21SID [ ] 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: 7p�avo_�,�
DATE Z 22— INSPECTOR
I�- d
o�aOF SOUTyO � Y/ { 7 O AJ *`S�V
# # TOWN OF OUTHOLD BUILDING DEPT.
631-765.1802
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 [ ] RENTAL
REMARKS: A�S 'V Lt /2A(�NI
DATE Z INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPEC 1
[ ] FOUNDATION 1ST ROUGH PLBG.
[ ] 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 [ ] RENTAL
R ARKS:
AP i - ® �
1J �o �,p
p_kAz �� vV
DATE I INSPECTOR qfZlo" ILO,"e
�T..
c
TI mins .
'O �P A�.
`�
FOUNDATION.. -ST
F7.:
�r
1
FOUNDAT-ON`'2
lJ
lJ
ROUGH
,SIN y:
PLUMB-
ING''
1
;l
r
INSUI:ATION.pBR N: y
'STATE ENERGYt-O-DR,
c'
F If
..
•
3 to,
7 2 rn
-r
Leo
O
x,5;4;{:;,:.'�t,� ' •�-,
c:N
l^
i{�.;'•.1�f„fir:!
.\!1._txtiln:.l�;.::C:1;'.`,',:::�<r
M;,Vis:':
o�osufFo� �oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y2
ti z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
'Telephone (631) 765-1802 Fax (631) 765-9502 htips://www.southoldtowm.gov
Date Received
APPLICATION FOR BUILDING PERMIT ® U9f11V�, c; (] nn
nfl� II r
473& ' For Office Use Only � Lo2� r ;.
PERMIT NO. Building Inspector- TOWBUILDING DING DEPT
HOLD
Applications4rid-forms must be filled=out in their:entirety:Incorriplete -
applications will not be accepted: 1Nhere the ApplicaM is.not,the.owner,,an
Owner's Authorization form(Page 2)shall be completed
Date: 1 d Z
OWNER(S)`OF PROPERTY
Name:Charles & Tammy Schwab SCTM#1000-
Project Address:4370 N. Bayview _Rd, Southold NY 11971
Phone#:858-361_-0720 Emaii Sgschwab01 @yahoo
Mailing Address: 4370 N. Bayview Rd., Southold NY 11971
CONTACT PERSON
Name: Charles Schwab
Mailing Address:same as above
Phone#: Email:
DESIGN,PROFESSIONAL INFORMATION ,.
b
Name:James Deerkoski
Mailing Address: 260 Deer Dr,Mattituck, NY, 119.52-1322
Phone#:631 774 7355 Email.' ahoo.com
CONTRACTOR.I N F.ORMATI O N:'
Name: Richard Feeley Carpentaiic # H_-26235
Mailing Address: PO Box 1917 3430 Boisseau Ave
Phone#:631-827-0053 Email:
DESCRIPTION"OF PROPOSED,CONSTRUCTION
r
❑New Structure ❑Addition ®Alteration []Repair ❑Demolition Estimated Cost of Project:
❑Other $ 10,000.00
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No
1
_PROPERTY INFORMATION
Existing use of property: primary residence Intended use of property: rll7la 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.
,,BXhecktcx,After,A6adingjhe owner/ ir'actor/design professional is responsible.for all drainage;and storni:water issues as provided by:.
Chapter 236.of the Toxon Code:"-APPLICATION iS HEREBY,MADE to the<Buildirig Department for the�issuance of a Building Permit;ou'rsuant to the Building Zone'
Ordinarkd'of the Towo`of Southold Suffolk,County,New Yoi k and other applicable Laws;':O�diriances or Regulations,for the'conArdaion of buiidine"'
additions,alterations or for removal or demoht. -as herein described.TFie apphcent agrees to comply with,all'applicable laws,ordinances,building code,
housing code and regulations and to admit authonied inspectors on premises and:in�buildin&)for necessary inspections Palse statements made'herem:are
punishable as';a'Class,A`misdemeanor pursuant to Section 210 45 of the New YorkState'Penal Caw
Application Submitted By(prin na e): ales Schwab ❑Authorized Agent 99 Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
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 nn,,
day of C 20a �- 0 (�
Notary Public
REBECCA A LUCAK
Notary Public-State of New York
PROPERTY OWNER AUTHORIZATION No.01LU6386882
Qualified In Suffolk County
(Where the applicant is not the owner) My Commission Expires.Feb.04,2023
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
;�• SVfFQLk r. BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
L.a Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
:�- r_og_err -southoldtownny.gov — seandc&—southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: �G — 560
Name: /ter
License No.: a -3 ob M F email:
Address: or ocrk 6 _ _ S
Phone No.: _ p74 Al
JOB SITE INFORMATION (All Information Required)
Name: ,,U
Address: p /' Ufe� a�^ o� o l
Cross Street:
Phone No.: 95-3 d .-D z 6
BIdg.Permit#: email: c s&A 6) �
Tax Map District: 1000 _Section: 72 Block: a-_ Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) e. /4 dd Gr/'6045
c-_d� MG�L
Circle All That Apply:I �' 4
Is job ready for inspection?: YES / O R h In
Do you need a Temp Certificate?: / NO Issued On
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-WITH APPLICATION / p(a
Request for Inspection Form.xls
i �112
r FFQ�, BUILDING DEPARTMENT- Electrical Inspector,
lb �u k�Gr � TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold New York 11971-0959
Telephone 631 765-1802*-.FAX 631 765-9502
roaett0southoldtownny..goy.:_ .seand(cr�southoldtownny.gov.
.. ..:
APPLI°CAT_I:ON FOR ELECTRICAL INSPECTCON
ELECTRICIAN INFORMATION (All Information Required) Date::
Company Name: - Co - - --- ..... ... - -- _
��
Name: r
License No.: 2 06 Nt,
email'
Address:. o� a� carica. - - _.�_ ---- - - f. a J
_17-51 did-
Phone No.:
JOB SITE INFORMATION (All Information Required)
Name: AVIV c - - ---
wi
Address: 0__ -.. _ - . . /er,�).----:_c� o. .. o -. ---- .. .__ _.-_ f _. .... .
Cross.Street:
Phone No.:
Bldg.Permit#: email: c 0a,co
_._Tax Map_-District: .:...1000.. ._.. Section; _..._...__......__. .. -Black; a L..o_t;:_ /..3................:
............... _.. _ . . _.
BRIEF DESCRIPTION OF WORK (Please Print Clearly) Z.
—
. .... ...... .
Circle All That Apply: Wei-
s
Is job ready for inspection?: YE"-S / . 6 R h In
Do you need a Temp Certificate?: / NO Issued On.
Temp Information: (All information required)
.Service Size 1 Ph. 3 Ph Size:,., # 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:`:
- . ... .__...._._.
:PA_YMENTDUE_WITH_AP__P_.LLCtiTfON
PLC Ol
1
Request for Inspection FormAs
� l
PERMIT# Address:-
Switches l
Outlets l
1
41's I
Surface .
Sconces I
H H's
LJC Lts
Fans Fridge . . .....
EAaust Oven W/D'
Smokes DW Mini:
Carbo,n __.:.. ........... ... . . IVlicro. ...:....... _Generator. .
Combo Cod top :Trans er,
;4C- AH Hood service .. .
nips .. ..:;Have Used
Special:.
Comments:
APPROVED AS NOTED OCCUPANCY OR
DATE:. 'o70- B.P. L1736,Z USE IS UNLAWFUL
FEE49-13: 4.on BY WITHOUT CERTIFICATE
NOTIFY-1:01U.WING DFPARTM NT- AT' ' ' OF OCCUPANCY
765-1802.,'B AM TO 4 PM FOR:THE ( OCCUPANCY
V
FOLLOWING�INSPECTiONS:
1. FOUNDATION -:.TWO REQUIRED
FOR-:POURED;CONCRETE ;
2. ROUGH - FRAMING & PLUMB-ING
3. INSULATION
4. FINAL'- CONSTRUCTION MUST
BE.COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE `COMPLY WITH ALL CODES-,OF
REQUIREMENTS OF THE CODES OF NEW NEW YORK'STAT.& TOWN CODES
YORK STATE. NOT RESPONSIBLE FOR :AS,REQiJ�{�fp �Np_CONDITION$
DESIGN OR CONSTRUCTION ERRORS.
SOHOID TOWN ZBA
SOI MOLD TOWN PLANNIN*- ARD:
SOUTHOLD TOWN TRUSTEES'
Additional N.Y.S.DEC
Certification
May Be Required.
tca��
DINING ROOM LIVING ROOM MASTER BEDROOM JIM DEERKOSKI, PE
-, �W phone: (631) 298-7116
10
REMOVE EX.WALL Vol w A
EX.WASHER/DRYER TO BE REMOVED V
INSTALL BUILT-IN SHELVING Z O
7-0" O W �m
CLOSET MASTER BATH A w
N HALF BATH w
w z
Q � � �
KITCHEN ""' A
W o
II J
IIt V
I I
91-0 1 (�
�
Inv
2'6" V�
601c
DRAWN BY: JD
ru
12/1/2021
SCALE: SEE PLAN
PARTIAL FLOOR PLAN a TILI ROOM
oF EIV yo
SCALE: 1/4" = 1'-0"
4 ° ' SHEET NO:
* k 11A
14 1
0 11 1
7
rL
JIM DEERKOSKI, PE
2X12 phone: (631) 298-7116
RIDGE - - - - - - - - - -- - - - - - - - - - - - -
I
_ 12
I
2X6 COLLAR TIE 48"OC �} +I
o
2X4 HANGER
AT EACH JOIST
TO NE INSTALLED
4OHe
2X8 CJ @16"OCzz+Iw BO
Q
2X4 STUD WALLBO
(TYPICAL) ^, P A
W C w
_ _ ~ c
M
5/8"SUBFLOOR
2X8 FJ @16"OC
V
0
8"CONCRETE CONCRETE CONCRETE 8"CONCRETE
WALL WALL FOUNDATION
FOUNDATION
1L1/4
CROSS SECTION DRAWN BY: JD
3
1 La 13/3
SCALE: 1/4" = 1'-0"
W.M.' iL/i/COCl
FAI.
11/9 3 11/1
SCALE: SEE PLAN
3 3
4
TO APROVED
SLOPE"1/4"PER FOOT PITCH TO DRAIN VOL SEMSVSTEM ! QF Sy y
TRAP HOUSE 4
c.
C , SHEET NO:
ilk,
PLUMBING SCHEMATIC
L:J
SCALE: NOT TO SCALE
FO Nn• 2 �_ o4 � 21
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS JIM DE(E�jRKOSKI. PE
,USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT&GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPUFT LOAD CAPACITY. phone. (631) 298-7116
'
KING sTups
A
RAFTER WALL STUD
SWM- CRIPPLE SND BOTTOM ANTE
R.Dv LEDGER BATHTUB
HEADER DOUBLE JOIST
SOEWgLL
RAFTER
JACK STUDS
FLOOR SP NMNBER DESCRIPTION APPNCATON
IST ppssfM.C%"R
CONNECT TO I SIDE OF ALL CORNEAS
TO FOUND TON W/ANCHOR BOLTS
BATH/SPA TUBS TO MAK A DOUBLE FLOOR JOISTS UNDER FOR AMID)SUPPORT
CONNECT TO 1 SE OF ALL CORMERS ON LOCATION USP NUTAB ER DLSCRiPTON APPLICATION .00ATION JSP NUMBER DESCRIPTION APPUCAIWN AFTER SIZE UBP NUMBER DESCRIPTION MPUCATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
DOWNBOTH SOT.PLATE OF TND FLOOR MD TOP JdBi pRECTON N1TH(2)JOISTS.UNDER WATAO. ADSS ALL OPENINGS LBTA12 -1/6'.12.20pa B1RAP APPLY TD EACH JACK SND ROOT LBTA24 1-1/4-x34'20go.STRAP PPLY OVER PIWE 1D EACH RAF 2xB-gvB LSZB IBga.ROPE HANGER PPLY N EACH RATER/LEDGER FOR,pIST NOT D:RECNY UNDFA PARALLEL WAILS,PROMDE
HOR ANTES OF 1ST.FLOOR CONNECT THROUGH
E FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR HTJ TRMWN ANCHOR APPLY TO EACH CRIPPLE SND 2K10 LS210 18g..ROPE HANGER Y N EACH RpF1ER/LEDGER BIDCNING 024'DC
WALL BNO / \ IS
S BY CO!E-CHANNE1
R / z O
\ NTS SELECTED L
METAL SRM
CRICKET AT IOP-SDE OF N � _J O
HINNEY AS REOUWEO I��yl
RIM BOARD RANTER
WALL SHEATHING RAFTERS M NTUTIO
Srtl PLAIE(S) . ' . N
WOOD JOIST
• •• •• " •• •' •' " •• SIDE\PALL PUSHING
u
FOUNDATION '• '• -• •'' TOP PLATEBLOCKING 2.4 LEDGER BLOCKING
• •' • •' •' FINISH WALL AND MOISTURE 2.4 SOFFIT J015T
STAPPINO TO BE ATTACHED TO WALL STUDS CMS'OC BARRIER- LAP MSHWC
AT WALL--MAINTAIN CAP ATTIC SHALL BE PRONGED wM A FASCIA /w
AND ALL NUMMDOOR OPENING JACK 6N05 BETWEEN WALL ID SH AND NOT LE NET FREE VENTILATING AREA - V,
1LCOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WpLL SND NOT LESS THAN I/160. THE AREA OF GUTTER WOOD GIRDER
ME SPACE NR NFD. ALL OPENINGS
wSTAJA 4'0.O.C. �: SHALL BE COVERED STAN WITH
MESA ONFIT SCREENED WIT
PLYWOOD 4'-8' LSTAT4 I-1/4'v24'Toga SipAP AND JACK STUDS OPENINGS
METAL CH I WIM MESH OIITIN.SOFFIT/'EXT.PLYtgOD
N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF b INCH IN DIMENSION.
FLASHING TO NORM CHANNEL J
INSTALL{'0.O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED UYE y.
e'-14' LSTA30 1-1/4'x]0'IBNR.STRAP AND JACK STUDS SAP TO PREVENT CAPILLARY ONNECT TO
N ALL OPENINGS •'•Y • ACTION 4'-B'PAPIER PTO 0-3/4'v 18go.TYDOwN ANCHOR;ACR RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
1NBTALL 4'0"O.C. ONNECT TO ROOT NTUTON// OVER BEARING WALLS AND HEADERS
12'RAFTER RT20 t-T/B'•20gg.TYOONN ANCHOR BOFFITED LIVE DEYM M
14'-16' LBTg38 i-1/I'z3B'Naga.STRAP AND JACK SNOB UCH RAFTED W .I.�1�H1111
ON ALL OPENINGS KEEP ROOFING NMS OUT
2ND.R fl WALL OF MSHING
ROOFING UPS BASE W 101
FLASHING 4 INCHES RAFTER
\ O 1
BAS FLASHING WRAPS CORNERS RIDGE CAP OF SAME Fi.rl
SI TENDS LINDEN SHINGLES AT I NAILED
T AS EATING �•/IE
\\� SHIN 4 INCHES AND LAPS THROUGH VENT
SHINGLES AT BASE MIN.4 INCHES L�
WOOD JOIST J �y'.y O
rl TOP Mh GIROER/HEADER
SIDE WALL FVSIwO YA00 JMST V _
1ST,FLOOR 1YALL BTAPNOC TO BE ATTACHED PE WALL AN48'
DS COC
AND ALL ALADDIN/DOOf1 OPENING JACK STUDS MANED RAKES��YALL.OE HEMMED EDGES SO WALL STUD
FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION AS TO FORM DKANAGE CHANNELS AND RAFTERS
INSTALL 4'0'O.C. PREVENT LAPILLMY ACTION
A--8' LSTA38 1-1/4'x38'18g..STRAP AND JACK STUDS LOCATION SP NUNBFA DESCRIPTION MPLICATON PRE-MANUFACTURED KEEP SHEATHING LUN.I-1/2' ALL MISTS CONNECTED M A FLUSH HEADER TO BE SUPPORTED WITH
N ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEM TO ALLOW LR THE PROPER STEEL CONNECTOR.
RAFTER/M RPS 1PoOWN ANCHOR OVER RIDGE 10
INSTALL 4'0"O.C. RAFTER 1O PLAtE OVER RI TO SLOPE AR PASSAGE li HIE,SET fIN JOISTS APRON 1/2'HIGHER MAN Lot HEADERS
B'-IB' MSTA4B I-1/6'x48'16ga STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW Fpfl SIWINKAGE.&DEDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL EPMI ND PLATE ANCHOR qC5 TO EACH SRN
DBL SM1L PLATE I�SUBROOH
TERMITE SHIELD
SLL GASKET r WOOD JOISTS
TIP.CONC.FOUNDATION A, ON SLAB
NEOPRENE f]v8/2.8 CONTINUOUS WOOD PLATE
DAYPPROOF EXIEFIOR 6 ML POLY r a r OPStET I BOLTED TO STEEL.BEAM WITH
BALL POLY ON EXTERIOR •' GRANULAR TILL o
y A' STEEL COWNN ' 1'• 1/2'DIA. BOLTS 0 A6' .STAG.
I I• ROOF JACK
CONC.SUB -• •-• • Tir // X11\ 51ER BEAM• 1 1'•'r POURED CONCRETE YET ROOFING APB ---�4v x 1 -x Ste` DRAWN BY: JD
1, I. COMPACT FILL BLOCK WALL 16' TOP AND BOTTOM PULE
• • ROFI NC AT wM f/2'v 6'ANCHOR BOLT
KEYWAY FOOTING y 1 CONC.FTC. '•,•O'• • USE YAM 3x3 SOUME WASHERS DES AND TOP 1/2'CROUT
ANCHOR BOLT CONNECTION (USP LBPS58 OR BPEB3) ��3'STEEL COLUMN
A 0 REINFOROI G BM UNDATON /B'DIA.ANCHOR BOLT ) / /`OL
GRAIN TILE / • e MSHINC LMS
ANCHOR BOLT CONNECTION (1O KIPS)
rCRSLL PUTS TD FOUNDATION ROOFING AT BOTTOM
FOUNDATION) 1 SKIRT T2'aC
TYPICAL BEAM DETAIL
SILL PUTS TO FOUNDATION
TYPICAL GONG.NEEDED
FOUNDATION.STRUC APPLT PACING. MIN.3'STEEL COLUMN ANCHORED 1D 24'IQ4'a12'CONC.M. 2 STORIES 38'OC 51EF1./BOTRIM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING.
YALL BOTTOMANTE-G FOUNRADII) TONfM:0 1_2 STORIES SY OC ROOF JACKS&NTS DETM
SBROOR SCALE: SEE PLAN
CON'C.SAB
DOOR FNAME ��JOIST
BXB 10/10 ILL URGE ,�yF
COMPACT F81 1
USE TI® STEEL BUM
' FOR BLOC KOUT
LAID
P.i.PULE ••• W/6%B MNM \I g00RPniWAY NOTCH JOIST AND AONST HECHT
• • 1/2'HIRE •• j I •i (WTTiH A NARTY PLATE IF NEEDED)
,.• AT END AND .�.•-•.:.. .. VIBE MROK 1/2'OR HIGHER MAN SHEET N O:
•TTy OF WOOD •.��•� � STEEL BEAN TO ALLOW FOR SHRINKA IEly 7
••• n +. ...... , •I BEAMS • y (PROMDE STRAPPINGTO KEEP JOISTS12' 4te
1 • •Mw. BM W.W.M.
•j4 j • \NOTCH BEAM FOR NVOSLL Ii REOVAED--upXIMUM . •JNFORCLNG BM NOTCH EQUALS 1/4 DEPTH OF BUM •• ;;. . • - �• -4.ORCING BAR A r 4
DUN TILE �w SHEET META/306 FELT UNDER BEAM AT POINT • ••• 51E L STAN`
OF CONTACT W1M CONCRETE OR CONC.BLOCK CpL%. (BOLtiO_ BERIJ) i
Irl• 3' SHIMS TO LEVEL BEAM }['• 'r,:�Y- 1�J,(]
ICAC CONC.MONOLITHIC FOUNDATION.REINFORCE N1M(2)14 REINFORCING BMS MREINF SLAPS BENEATH TIMING WALLS AND COLUMNS " 1•�I
REINFORCE FOOTING VAM(2)/4 REINFORCING BMS 3'MINIMUM BEARING SURFACE FOR HOOD BEAM GARAGE OWp BIOCKd1T
/•Y • • 1,
BUM POCKET
A
JIM DEERKOSKI, PE
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE Imo® PLAN CONTENTS: phone: (631) 298-7116
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 0.3 RESIDENTIAL
1-1/4'x 20 gauge strap shall beattached to each pairof rafters in accordance to table 3.4. NAIL NAIL BUILDI G USE RESIDENTIAL DWEWNG
JOINT DESCRIPTION NOTES
When a collar tie Is used In leu ofa ridge strap,the number of 10d common nails required QTY. SPACING BUILDING EIGHT (SEE PLANS)
CONSTRUCTION NOTES' In eadl end of the collar Ile need not exceed the tabulated number of 8d malls in the stop. RAFTER TO 8'WALL:3-Bd COMMON EACH TOE-NAIL SEE PfANS
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION ( )
1).The Information within this set of construction documents h related tc basicdesign 2).RAFTER.TO-WALL ASSEMBLY: CEILING JOIST e'WALL 3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC.2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
Intent and framing details.They are intended as a construction aid.not a substitute lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In TO TOP PLATE 10'WALL•4-8d COMMON JOIST TOE-NAIL AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters FRAMING ELEMENTS
State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wail top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN sive Loa.Mrs as.$ DESIGN DEAD LOAD(PSS)RI01-2 ALLOWABIE OEF CLN OF STR11CTURALMEMBERf 8301.1
Conftrualcm details and procedures to ensure a professionally finished structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC IAP NAIL UNINHABITABLE ATTICS MO STORAGE)10 EXTERIOR DJGW FRAME)WOOD WALLS 1S RAFTERS GREATER THAN 3:13 PrtCH LASO
sound and a weatherproof completed product. Shall be connected with uplift Connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHARRABIEATTICS(STORAGE) 20 EXTERIORNGHf FRAME)STEELWAUS 14 (NOFINISHMCEIUNG)
OVER PARTITION WFCM-SBC LAP NAIL HABITABLEATTICSAND MMOR(UGW FRAME)WOOD WALLS 10 WTERIORWAUSANDPARTMONS WI80
2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS
PER TABLE 3.4 EACH FACE ATPCS WRH FlXED STAIRS 30 INTERIOR SLIGHT FRAME)STEEL WALLS 5 FLOORS U360
meets arrant federal,state,county and local codes.ordinances and regulations,all Wall studs above and studs below a Floor level shall be attached with uplift connections in To RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS " MASONRY WADS(8'THICK) so CEILINGS(PWTER.STUCCO) V360
These Codes are to be Considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In llne with Studs below,the FIRE ESCAPES 40 CONCRETE WALLS(e•THICK) a5 CE[UNCS(GYPSUM) L/240
should be adhered to even If In variance with the plan. studs shall be attached to a Common member In the floor assembly with uplift connectors in BLOCKING EACH TOE
2-Bd COMMON GUARDS AND HANDRAILS 200 SIP WADS 10 ALL OTHER SfRURUML MEMBERS V240
edoordance with table 3.3. TO RAFTER END NAIL GUARD IN FIUCOMPONENTS 50 EXTERIORWALIS(PLASTER.STUCCO) FS/360
3).Dimensions shall take precedent over staled drawings. RIM BOARD EACH END VEHICLE GARAGES(0.301.5)PER 20 SQ.IN.2000m,
O NOT SCALE DRAWING 4).WALL ASSEMBLY TO FOUNDATION: 2.16d COMMON NON-S GE INGROO 50 ExTEWOFLOR WAUS(BRETnE FlINISHE) M20
(P S). TO RAFTER END NAIL NON-SLEEPING ROOMS 40 EMER100.WA115(FLIXIBIE FINISHES) WI30
First wall studs shall be connected to the foundation,embedment
plate,Or bottom plate with uplift
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete WALL FRAMING: SLEEPING ROOMS 30 LLMElS(SUPPORTING MASONY WALLS) V600
responsibility far Construction Coordinating with these plans,nor responsibility for foundation and slabs gmde,15 Inches In masonry block foundations,or lapped under STAIRS 40 Vol
do
means,methods,fechnlques,sequencer,or procedures,or for safety the plate and stalled in accordance with table 3.36.When steel straps are lapped under the JOIN DESCRIPTION NAIL NAIL NOTES ND SNOW LOAD) z
precautions and programs In connection with the work.There are no warranties for a bottom plate.3 Inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
spedFlc use expressed or Implied In the use of these plans. Spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing. 2-I6d COMMO LOAD PATH SEE CONSTRUCTION ANDW IND PATH CONNECTION
anchor bolts are to be spaced between 6-32 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 ■ J
5).Refer to the Window and Door schedule for exterior openings. comer. TOP PLATES AT JOINTS FACE O -FOUNDATION) D IL GE GENERAL O A E )-��■(
4-I6d COMMO
AI NAILI G SCHEDULE
SEE GENERAL OTE AGE
INTERSECTIONS EA.SIDE NAIL 6).The General Contractor Is to ensure that masonry or prefabrected fireplaces meets 5).TYPE I E%TERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable Codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-I6d COMMO O.C. NAIL ym.: O
attached with ed common nails at 6'Oc.at the panel edges and IT D.C.In the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to Conmlt with the owner for all built-in Items 1/2 inch sum wallboard on the interior attadled with 5d cooler nails at 7"o.c at I HEADER TO 16'O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. ® A F�
gyp pane Ibd COMMON (SMOKE&CO DETE O
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10'o.c.In the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL
In table 3.15s•b. TOP OR BOTTOM 2-I6d COMMO PER 2x4 STUD END USS D SIG - CONSTRUCTION
8).Wind Load requirements shall be taken Into account during Construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIQ 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 ^� u
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: I�f w
FOUNDATION NOTES: Type 11 exterior thearwafisshall meet the requirements oftable 3.15a.btimes the appropriate PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA I--I
length adjustment factors In table 3.16. FEND J JOIST,BAND JOIST, 2-I6d COMMO FOOT SEE NOTE:1,2
de The determine
Intel Contractor and Mason to review plans.elevations.grade details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER DERLAICESHIELD FLOOD sy Y'1
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN7T [rSl- Zj
7AllowaRIO0.5HEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided(n table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED _J
2).All footings to rest on undisturbed(virgin)soil. Interior shess ails amused.Sheathing and connections shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE $LIGHT TO
QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 17 NONE �■■i■1 w
2.4.4.2 and 2,2.4 respectively. TO HEAVY MODERATE
3).Provide 12'expansion Joint material between concrete slabs and abutting JOIST TO: PER TOE
concrete or masonry walls occurring In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: $ILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: M Q
4)An Header and/or girder Connections shall be attached with uplift connections In accordance BRIDGING EACH TOE F.1.�
Any new concrete walls being attached to ex[sting concrete structure shall with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST 2-Bel COMMONEND NAIL SHEATHING LOCATION NAIL IF
NAIL SPACING AT INTERMEDIATE NOTES L�.�
be installed with k5 re-bar,18'long at 12'o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ■ '1/-i O
BLOCKING EACH TO W
5).Unless otherwise noted,all slabs on grade to be 3000 p.z.L.Concrete to be TO JOIST 2-ad COMMO END NAIL 4'PERIMETER EDGE ZONE ed COMMON @ 6"O. 8d COMMON @ 6"O.C. SEE NOTES 1.3
poured on 41nch thick sand or gravel FBI with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELDS)
to be minimum 3-1/2 Inds thick All FlII to be compacted to 959/b relative density with Where a ridge Is to be used as a structural beam,the rakers shall either be notched and BLOCKING TO: EACH TO INTERIOR ZONE 8d COMMON @ 6"D.C. d COMMON®12"O.C. w
anchored on to of the beam or slope Connectors shall be attached to each raker-to-r(d 3-I6d COMMO NOTE:2 FOR PANEL FIELD
6'maximum lifts(layers). p p ge SILL LEDGER
S RIATE BLOCK NAIL
along the open ceiling part it the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE MDA TRUSS Bd COMMON @ 4°O. Bd COMMON @ 4'O.C. SEE NOTES:1,3 M
6).Crawl spaces to be provided with a minimum 18'x24'access opening.Install one attached with the above requirements. TO BEAM 3-I6d COMMO JOIST NAIL `•J
8x16 cast Iron foundation vent for every 150 sq.ft.of area. NOTES t
JOIST ON LEDGER PER TOE J u O
3-ed COMMON eF-rE'11.
7),
pproo exterioro ga q yGDrren DECK AND COVERED PORCH NOTES: TOO Joisr NAIL
Dam ff foundation with bituminous coating s required b t THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N,Y.S.Residential Construction Code.A 6-mil polyethylene Flit shall be applied over 1).Unless otherwise noted,all framing material to be E)1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls Lor to baddillin. All fasteners,hangers and anchors to be Ivinized or stainless steel. 3-I6d COMMO
gr po pr g g 8a 70 JOIST JOIST NAIL t).For coo(sheathing within 4 feet of chthe Perimeter edge of the roof.Including 4 feet on each side of the root peak,
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
B).Drainage as required by anent N.Y.S.Residential Construction Code. 2).Girders for deck Joists to ll bolted to each Post with washers and nuts. SILL OR TOP PLATE 2.16d COMMO FOOT SEE NOTE:I
Girders re concrete piers shell 12 anchored with proper steel connectors and nuts.
2).Tabulated 12 Inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. r/0
FRAMING NOTES Into concrete with a minimum 12'dict x 7 long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches Oc `/J
1).All framing techniques and methods as pnescrlptive design of Current SBC High Wind 3),Posts supporting girders shall be anchored to a ITxtTAT thick Concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 12'dia x 8'long anchor bolt with washers and nuts.Footings Shall he 3 ft. QTY• SPACING 3).Tabulated 41nrh D.C.nail sparing assumes sheathing to rafter/truss framing members with G>0.49.For
below de.Porches with Covered roofs shall have 12'die.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches D.C.
2).Unless otherwhe noted,all framing and structural wood material to be E)2+BTR grade. P gi STRUCTURAL PANEL ed WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck Joists to have blocking at 8'0 D.C. NAILSPACING NAIL SPACING AT INTERMEDIATE
CEILING SHEATHING: SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 Indies ac,unless noted 5).A minimum of 10 Inch Flashing shall be Installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
othelwlse. Ledger to be fastened to building with 12'dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3(BOTH FIELDS)
Se B 4'EDGE ZONE Ed
COMMON @ 6'O. Id COMMON @ 12'O.C. NOTE:2 FOR PANEL FIELD
where needed. GYPSUM 7' EDGE
4).Unless otherwise noted,all bearing wail header to le(2)2x10 E)2+BTR Doug.Fir. Sri COOLERS INTERIOR ZONE ed COMMON a 6'O. 8d COMMON @ IT O.C. SEE NOTE:3
o
Bearing wall headers s have(2)Jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10'O.0.FIELD
openings.LVL headers i have(3)jack studs and(2)full length studs an each side of WALL SHEATHING: NOTES
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s), JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5).All flush beams/headers to be Installed with heavy duty galvinlzed hangers and 8).Covered Roofs shall be assembled and anchored the Same manner as a typical building. STRUCTURAL ed COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comer,the 4 foot edge zone attachment requirements shall /�
anchors where applicable to all Connecting joists. PLUMBING NOTES PANELS 3 O.C. G be used. DRAWN BY: JD
7/16"OSB 3"O.C.EDGE
6d COMMO
6).Double up Floor joists under walls that run parallel to the floor joist and under bathtu 1).All water supply,drainage and venting to be Installed as per N.Y.S.Residential PLYWOOD 6'O.C.FIELD 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to mud framing members with
Floors to have ceramic tile installed shall be verified for proper load opacity unless not Construction Code. GYPSUM 7"O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches o.c
on plans. Sd COOLERS
WALLBOARD 10"O.0.FIELD
7).Provide 2.1-3/4"thick mlcrolams(height to match floor joists)around stalrwell and/ 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. FL OR SHEATHING: 3).For exterior panel siding.galvinized box nails shell be permitted to be substituted for common malls. -
other access openings unless otherwise noted(typical). 3). studs,plates or olsts are cut out during installation for an plumbing 12/1/2021
) J g y p g related work NAIL NAIL
JOINT DESCRIPTION 1),sROVIDE3/B•TYPaxtHEETROCKHOSTOF Z. 100MAXRWMDISTANCESFORNONACCHRBLEAREAs.
8).Dormers running up roof rafter are to be supported by double rafters on either side Provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2),USE fIMP50N HANGERS AND ANCHORS WITH Z•MA%TRIPPLE PROTECTIVE COATING FORCOMARWITH ACO.
where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MRL B.O SO GRAPE Fl00R 3).WSTALLI•Cd3 DETECTOR IN ADDmON TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES ed coMMo N.sgSIUL N. ooa)
1'OR LESS 12'O.C.FIELD N.dd's,ASF
9).Provide blocking/bridging In Floor joists at 810 o.c.Use solid blocking In floor Joists rrrs Raid-w Com R3oxn-FosaLo-REOLL's.
under all bearing wails. p applicable �, Flrebloddng dell be P�oPldedroMORell mnreeled drefl oNNM lbdh wdkal end lndmnmB SCALE: SEE PLAN
i).Mechanical subcontractor it responsible for adhead to alio Iicable modes and sat NOT .mmrom,.n enanlPe pre budtt lutween nwleL ane betweenaloP eon end me reoL,peu.
requirements. NOTE: FbeNorbiwduabe ProNdadNwOoihem,mnReuObnNNefdiwingbmkxu.
10).Provide Insulation baffles et eave vents between rafter.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
needed. 2).HVAC subcontractor Is to fully coordinate all system date and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 30009 CAPACITY. mncdm mom wdww.uum Iwnlaen,.InaPab.g mnrd,Pem.ee me alnng cam near
I-CmaalMho-l(umd spam"seea be NeblohM el-1,rot lx N 10
IU.Unless otherwise noted,all roofs and walls to have minimum l2"thkk4l Fir equipment supplier. r I.erao,bleeRen o/mhwler gl.0 mermen been aa,artbIo TA gIn mtmdPa
CDX exterior sheathi p y 1).Nailing 6"g requirements ere based on well sheathing SOIL COMPACTION: wgwrdld,oaoram,wneaga ad Rva,.
ng grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and Owner for final mule-and approval. Is palled 3"on-center at the panel edge to obtain higher 1).NM RULTO BE CLEAN OF ORGANIC MATERIAL COMRAROR z).Al.ulm.rmn„eulom between mivaelra vamrnl.nd nmuonmi marnnudiu
12).Unless otherwise noted use 3/4'thick T&G PTS Fir or Advanterh plywood sub0oor TO vEwEY ExImNO fOacONUITIONF FRIORTO HLL dmp mllag,am Tope dung,.
ELECTRICAL NOTES shear Capacities,nailing requirements for structural REMOVEANDAODADDr10NAL FILLAf NEEDED. ,'r
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed members shall be doubled.or alternate connectors, 3).In wnoaled,Peee,bmyeen A-rinsen as lop era bolo.lana con.Edo, w'r�� ■
Over suleflocr of per manufactures Instructions. 3}COMPARIFRAAM DW fILLSHALL BEAT LEAST 9a%PROCTOR order dein dull comply vAmwmmiN.VS.RrMeNisl Code. ,1C SHEET N
I).All eledfltai t0 be Installed a5 per N.Y.S.Residential GOnnNdiOn Code. md185 Sited!plates.Shall be used f0 maintain load path. DFNSrrV ryER ASTM DLBBAND ASTMDI55>).COMPARTHE
13).All bathroom Wells to have 1/2'thick mobturereslstant she et rock.Garage walls and fOTESTE.WA PROFF�ESSI10-1 GFNNTCiCY1-coMR lIDR d)'peme,�nd pioCu "Vaxnhua�cndduq,eL along erW Boor wd.rom R' �{� ■
ceilin s and over fumed to have 5/8"thick e-x sheetrock.All other arts of bulldin 2).Ali electrical work shall be a oved a ualified Underwriter. 2).When wall sheathing Is continuous over Connected 'Q` Eep. /p,
g p g pp` q3).Do NOT DACKFlLL UNTU FIRST FLOOR DECKCONSTRURION. 3).for Neflrebloddng al AlmnryleManplxn,vre Inld by ur- .Y.R, C
to have regular 12"sheetrock.All walls to be taped and finished. to be a reduced
a tabulated number foot.nails shall be permitted
3).All electrical work to Comply with 2014 NEC. to be reduced tot-I6d mall per foot. WCIUDINcsuBFlt2oR IswMPLBTE. �.„ (7s
14).All roof with a pitch less then 4:12 shall be Installed with an Ice&Water berler or r3< A
approved equal.Fiat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and 8315 of IRC. -
�
16).All sill plates and wood in contact with Concrete to be pressuretreated.Sill plates to EMFRIOR FIEERGUSS COLUMNSTO BE HBOL �'1�n i,w, ;i 1, ''�
be Installed with a foam sill gasket and cop-r-sex termite shield.rap roved equal. 4 4
DR APVIwvEO FOUAL INscw.wrtH CAP ,' ;,, ,_1. 2
AND BAfD.USFWm1iUMING CAM TO ��y,I_\ _� I R7
0
as
��`