HomeMy WebLinkAbout49463-Z o`psuFEot�-�o� Town of Southold 3/9/2024
0
P.O.Box 1179
C-' 53095 Main Rd
—
'ydj�la Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45043 Date: 3/9/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 180 N Riley Ave,Mattituck
SCTM#: 473889 . Sec/Block/Lot: 122.-3-38
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/13/2023 pursuant to which Building Permit No. 49463 dated 7/11/2023
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:
additions and alterations, including covered entry,to existing single-family dwelling as applied for.
The certificate is issued to Whatmough J2018 Rev Liv Tr
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 49463 3/4/2024
PLUMBERS CERTIFICATION DATED 2/9/2024 P it S of Plumbing&Reating
A iz gnature
r
�o�guF Fat Ir TOWN OF SOUTHOLD
aye BUILDING,DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
col �
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#: 49463 Date: 71l1/2023
Permission is hereby granted to:
Whatmough J2018 Rev Liv Tr
180 N Riley Ave
Mattituck, NY 11952
To: construct-additions and alterations to existing single-family dwelling as applied for per
Trustees approval.
At premises located at:
180 N Riley Ave, Mattituck
SCTM #473889
Sec/Block/Lot# 122.-3-38
Pursuant to application dated 4/14/2023 and approved by the Building Inspector.
To expire-on 119/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $336.00
CO-ADDITION TO DWELLING $50.00
Total: $386.00
Building nspector
pF SO!/T�ol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 117.9 �Q sean.deviin(-)town.southold.ny.us
Southold,NY 11971-0959
eDUNTV,N '
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Whatmough J2018 Rev Liv Tr
Address: 180 N Riley Ave city:Mattituck st: NY zip: 11952
Building Permit#: 49463 Section: 122 Block: 3 Lot: 38
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Wildwood Electric Inc License No: 4836ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor 1 st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200A Heat Duplec Recpt 32 Ceiling Fixtures 21 Bath Exhaust Fan
Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 4 Smoke Detectors 2
Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO2 Detectors
Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 2
Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors
Disconnect Switches 37 4'LED Exit Fixtures 11 Sump Pump
Other Equipment: Fridge, DW, Micro, Double Oven, Cooktop, W/D
Notes: Kitchen Renovation
Inspector Signature: c Date: March 4, 2024
S. Devlin-Cert Electrical Compliance Form
4'
Von
Town Hail Annex Telephone(631)-765-1902
54375 Main Road Fax(631)7,55-9502
P.O.Box 1179
Southold,NY 11911-0959 3,
BUILDINGI�EPARTMEN]C ,
TOWN OF S®UTHOLD
CIE ItT.IF I CATI®.
Date: (�--
Building Permit No. G�� �
Owner:.,,l-e6w-,L 1jjNt4
-h1n
(Please print)
Plumber•_ l` ?�.
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%0
lead.
71 (Plumbers Signature) `
Sworn to before me this�—
day of`�awav 20 'n! n�
F V E Y W E
--- 1P(ENDY p AWN FEB 9 2024
�o�N pub6c,S��of Nay► �; �, •
No.®1SL5010979
Commies un�pKes fa�' ea, r
otary Public, �.il�-� lottnt. ��d �;� a r zvl,t et
OE 50Uly�lo
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-7654 802
INSPECTION
[ ] FOUNDATION 1ST [ vJ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ vj'FRAMING /STRAPPING [ q*lNAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: 9OUA k -t MM'l VW 01 U RA 6 a
IA
Ole- ,
l e- � Co ' J�
DATE �f-- - .2_3 INSPECTOR
U �j OF soGlyo
TOWN OF SOUTHOLD BUILDING DEPT.
�ycourm, 631-765-1802
INSPECTION
ZZFOUNDATION 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 [ ] RENT
REMAR S,
4
DATE � ✓ �Y INSPECTOR
1
n
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST) I
--------------------------------------
'FOUNDATION (2ND)
O/c O
Il•� k t2�•vvti a lutit i -. �¢o✓7ale. '��
OG V Its(iGl. % b a12dA u i p "p
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IZl2f Gam- Cfa 1 G DID . c"y -
ROUGH FRAMING&
PLUMBING
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INSULATION PER N.Y:
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STATE ENERGY CODE
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Y
FINAL
Lool
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD-BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 htlps://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only D,
I ?1i
�3 APR 13 2023
PERMIT NO. Building Inspector: A /
dujwlivu L)F-PT
TOVVN OF800 WOLD
t y,.-Ando-rh`p et6
h: ."Ito
he Ap.'p 10 is, h-
I fit; pqt
'Date:
--a
Name: SCTM#1000-
Project Address:
Phone#: Email-
Mailing Address:
Y ................
ONTACT�PE
v
V
IRSO
Name:
Mailing Address:
x,-Z. 6-417-Ar IZ--,o- Al-Y-1-A 412
Phone E 1,19c 7
N
§IGN,FROFESSIO NA
va tW"-
Name:
Mailing Address:
Phone#: -J Email-
0, row.
�,J
N,1
Name:
Mailing Address:
Phone#: Email:
a
El New Structure>fAddition XAlteration E]Repair ElDemolition Estimated Cost of Project:
00ther
Will the lot be re-graded? F-]Yes)dNo Will excess fill be removed from premises? E]Yes 9No
PROPERTY,INFORMATION
Existing use of,property: Inten'ded,uSe_of°properly:
none or u'se districtin which premises is situated: : Are.there any:covenants and;restrictions with respect=to
thispcoperty? LO-Yes-1 (o JIFIES,,PROVIDE"ACOPY:
D`Check Boz After,Reading The ewer/co�aaccor
/dasisn p+nfasdonal'li recponsiblefo all dr�ina�:.and'storm water tssueii ai p►ovided by;
Cha`pfer ZM Of W Town.Codq:APPUCAii6IV IS HEREBY!II w,to"tha£Buildlnd,Departnienf for;the;ksuanse;of a 6ulidl►�Virnrft.pursuant:to tha'ltuUdin=Zone "
Ordpiance of d�e'Town o!Southold,Suffoik,'Coul" New Yohi siid.othay'sppUabie.Laaii,'Ordlnancei.or Renilatlons''for thi oon=tiuedon of briTldhi�s; ,;
addldons;alteraticns,odor.nmovsI or'dem6lkbn.ii Mratn dasaib�d.J'fi appNarit i�reesac;coinPiy:wltli all appgcabk.bwi,ord anoe3;bup�ri�code, , . !
housin5 code snd.reSulotlor 'and to admft audror4ed ktspeetors on pnimltes irid In buUdinBl�).fot necessary,inspectloirs.false-statements made heriln ara',
punishabin g a Cl:rs A`mGdenieanor purwaM to.SecHon 210.45'of'tht.Hiw,York State Penal law:`
pp on Submitted'By'(print name):
A licati ®Authorized,Agent ;DOwner
Date:
Signature of'Applicant:
•..,
CONNIE D..BUNCHI
•
N6iary'P6blic,State of New York
STATE-.OF NEW YORk) No.01.131,16185050.
SS: Qualified in Suffolk County
Commission Expires April 14,COUNTY OFU��O� . )
/r'llCWi4, C kJ-t 11 CIL being duly.sworn,;deposes.and saysahat(s)he is,tfie applicant ,
(Name of individuakigning•contract):above named, . ,
(S)he.is the
(Contractor;Agent;:Corporate:Officer;;efc)',of said.owner o(owners,,and is:dufy,authocized:to perfo m or.h,ave''perforined•the iaidr work'-and to make and file.this'
application;that.all statements contained in=thi 'application ate`true,to,the-best of,his%her;knovirledge:end belief;.and
that the work will be performed:in-the manner_'set"forth:in.the.application,ffie therewith.
Sworn before.me this _
day of_
NotaryPiiblic.
PROPERTY OWNER,AUTHORIZATION •, -
(Where,the.appll'ta is,riot.the..owne�j;,:.;:''. ,
:Tm: esidiri at
Z-:do'hereby-authorize �1�C1���'C;,;i¢:' 11fi 'C�.' to,applyon,
77777,
'm .behalf t h f o.t e.•,ow"
Y T n of 5,'outhold:Buildin"De 'artment for a rove sa
• g _P PP. I,'a deseribedhe`'ein' "a ,
�e
y '.
Owner's'Signeture_ ate
�Ttripill/YE lddr`/l-fa`UGi�
Print,Owner's,Name
STEES
SOUTHOLD,NEW O.AK
PERMIT NO.'1004f DATE:'`'DECEMBEk 8,2021
ell I t�o ......�:—,;
ISSU91)TO: J.,WHATMOUGH2018 REVOCABLE LIVING TRUSI cWI-,
JEANNEVIIATMOV611'-
PROPERTY ADDRESS: 180 NORTH RILEY AVENUC'MATTITUCK.
S&49'-.4600-`112-3-38
AUHRORIZATION!
PursuantJo..*,pTovis,ions,,of, Chaptq,275, of,the jo,,,�vn Code the Town of.,Southoid and in
g`,fi 61.d
accordance"`h �withti h'e"k 6 so I tit i6do f the Board-6Trustees' " a d o p t e d.at th e e et in on,Decern 5, 2021
2 UO"" 'h" ' q "
and in consideration of application fee in the sum of paid b i'j. a' ou'RA"201S Rev. LWTrust and
subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board 'of,Trustee's
authorizes lAd$er-miits the following.
A
-1,--!/!"gi6ry:dweiiiiig:iiid,to dem6lish'eAsifinig
Wetland Permit for the existingl�li!.67s41t'.-
84.Osq.ft.seaward side porch and construct a'9'0"x2818V211 addition(258.3sq.ft.)and a new
9'x6' (54s porc with'czraJ!'w-i':s-:'p'ac'et6:u-'nd"atio-'-'n' eawii&side'df&w411iiig. Install
ell
gutters to leaders to drywell; and as depicted on the site plan prepared 6' M.�A.l Kiiii kck,dated
December 14,2021,and stamped approved on December 15,2021.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these
pres6hts to be-subscfibed by a:ma'j'-o'ritp6f the'§aid'Boildf&-a-'s"6fthe',l'5th'da';y-of 1366&ffiberj,202t'
4e,
-1�4u Ix
IfF
J-An64 Ze=
- G---f ee Absent
44 Williams
K Aall
Glenn Goldsmith,President ®f S0 Town Hall Annex
A. Nicholas Krupski,Vice President ®� ®I® P.O. Route 25
P.O. Box 1179 �
Eric Sepenoskii Southold,New York 11971
Liz Gillooly I Telephone(631) 765-1892 }
Elizabeth Peeples � �� Fax(631) 765-6641
Cou V,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#2117 C mate: January 4, 2024 -
THIS CERTIFIES that the existing 1 227 6sq ft 1-1/2 story dwelling and to demolish
existing8 4 Osq-ft. seaward side porch and construct a 9'0"x28'8'/2"addition(258.3sq.ft.)and a new 9'x6'
(54sq ft)porch with crawl space foundation onto seaward side of dwelling; and install gutters to leaders
to drywell;
At 180 North Rilevvenue, Mattituck
Suffolk County Tax Map#1000-122-3-38
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated October 26, 2021 pursuant to which Trustees Wetland Permit#10041
Dated December 15, 2021,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is for the existing 1 227 6sq ft. 1-1/2 story dwelling
and to demolish existing 84 Osq ft seaward side porch and construct a 9'0"x28'8%2"addition(258.3sa.ft.)
and a new 9'x6' (54sq ft)porch with crawl space foundation onto seaward side of dwelling, and install
gutters to leaders to drywell.
The certificate is issued to J. Whatmough 2018 Revocable Living Trust c/o Jeanne Whatmonh
owner of the aforesaid property.
64
"Authorize Signature
Y
no
FEB - 9 2024
2� tbold
.f,f,4! � � BUILDING DEPARTMENT-Electrical Inspector
V, TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
oy Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr@southoldto-wnny.gov f!�_seandO-southoldtownny.gov I
P
APPLICATION FOR ELECTRICAL INSPECTION`
ELECTRICIAN INFORMATION (All Information Required) Date: I _ g_ V_6 Z,
Company Name: 0 i t a Was �� .c-fie c
Name: RaA
License No.: L419,2 �-- P"1E email:
c� i 1 wo�cl.e �ec2�c c
Address:
Phone No.: G 3 t_ qc9�9 3 ��
JOB SITE INFORMATION (All Information Required)
Name: iv hc�-t` rnv v
Address: I c�rz-n-,_ o ( p Q a - _'i-S-o s Y�, _- ►
Cross Street:
Phone No.: 23
i - G- I-1
Bldg.Permit#: e)'i i,4 9 y(o � email: W :7L
Tax Map District: 1000 Section: Block: _ ot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1 J
Circle All That Apply: y\Sto 1119
Is job ready for inspection?: E �s Final
Do you need a Temp Certificate?: YES / 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 102-3
Request for Inspection FormAs ce G 05q(.},1�41 y
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EXISTING I a
STOOP 631.298.2250
michael@mchdesignservices.com
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EXISTING
CRAWL SPACE
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2X6 ACQ SILL PLATE
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OVER TERMITE SHIELD ; V
AND SILL SEAL(TYP) a
EXISTING
CREATE 36"X24"
5/8"ANCHOR BOLTS, 7" EMBEDMENT ° ; ACCESS OPENING BASEMENT " Z
w/3X3 SQUARE WASHERS AND NUTS
@ 72"OC (1 STORY) (TYPICAL) PC WALL (R404.1.4.1) op00
REINFORCED w/VENTS 171 PROPOSED
(TYPICAL) ; CRAWL SPACE
CONC. SLAB OVER
COMPACTED CLEAN FILL z
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OR GRAVEL PER CODE 4(�
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REINFORCEMENT 4� O MINIMUM 12" INTO ; "" ; FEB 5 2 0,24
TOP & BOTTOM w/ UNDISTURBED SOIL
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PARTIAL SECTION o _ (nP)
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SCALE: 3/4" = V-0" "" r F NEW
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= U SECURED TO BUILDING ,,,I /`
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MIN.T BELOW GRADE 91-011
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SHEET NO:
AMENDMENT:
CHIMNEY
NEW FOUNDATION
PROPOSED FOUNDATION PLAN CHANGED WITH
SCALE: 1/4" = V-0" MONOLITHIC F O OT I N G A, 4
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SCTM # 1000-122-3-38 ZONE: R-40
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: 631.298.2250
michael@mchdesignservices.com
PROPERTY: 8,979 SQ.FT. 0.21 ACRES
ESTIMATED AREA OF 1000 SQ.FT. -
GROUND DISTURBANCE:
_ EXISTING HOUSE: 1227.6 SQ. FT. 13.7%
EXITING PORCH: 84.0 SQ.FT. TO DEMOLISH 2 CU.YD.
AP R VED AS NOT OF SHOP ii i i i %
' (0 $ A PROPOSED ADDITION: 258.3 SQ.FT. 2.9% 75CU.YD. 20 CU.YD.
PROPOSED PORCH: 54.0 SQ. FT. 0.6% 2 CU.YD. 1 CU.YD.
DATE: 3 B.P.
" O r l
FEE: o
Ln
NOTIFY BUILDING DEPARTMENT AT S�� lzt �7'�'o DRYWELL 8'dia,3'deep 5 CU.YD. 2 CU.YD.
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED c�i _ — � — — ��
— — TOTAL: 1539.9 SQ.FT. 17.2% 84 CU.YD. 23 CU.YD. O
FOR POURED CONCRETE -
2. ROUGH - FRAMING & PLUMBING
3. INSULATION METES&BOUNDS BY: JOHN EHLERS,LAND SURVEYOR SURVEY DATE: 12-29-2005
4. FINAL - CONST^U;'T;ON MUST zoNEX GFA CALCULATIONS FIRM MAP 36103C0481 G 5/4/98
BE COMPLETE F_'} C,O
ALL CONSTRUCT";_iN CI-;ALL MEET THE — — — — — — — LOCATION: AREA: FEMA FLOOD ZONE ZONE X w
— PROPERTY: 8,979 SF r REQUIREMENTS OF THE CODES OF NEW � \ v
YORK STATE. NOT RESPONSIBLE FOR ELEVATIONS REFRENCE NGVD '29
DESIGN OR CONSTRUCTION ERRORS. N \ (280-207d)GFA PEF.MITTED: 2,100 SF
_ w O
5 T FENCE ILIMITS OF CLEARING) \
EXISTING 1ST.FLOOR: 1227.E SF
EXISTING \
DW a Ex AC w/POR BLE(PVSTIC)
PROPOSED 1ST.FLOOR ADDITION: 258.3 SF
1 SHEDS VON GRADE
— TA
COMPLY WITH ALL CODES OF - � - ' SHEDS/
NEW YORK STATE & TOWN CODES TOTAL GFA: 1,485.9 SF
AS REQUIRED AND CONDITIONS OF a Z
NEW ROOF AREA:587.2 SQ.FT.
, ` W
AT 100%WATER RUNOFF:98 CU.FT.
90 10' ]0 ^
�! 1 PROVIDE(1)8'DIA.X 3'DEEP DRVWELL
�� rxlsnNG 1 DRYWELLS CAPACITY:127 CU.FT.
SNEco i -
r1 EXISTING
-1/2 STY \ OGEE GUTTER-STANDARD 5"
---�+�+� x.�I%'J�,, I�; '•1 i(I�..,%�S PROPOSED , I--t
1 STY. FRAMED _ \
HOUSE I r_, O
"I Y ADDITION \ NOTES: W
EXISTING PORC
TO BE DEMOLISHED H ---- I'%1m'G FFF\ 1).EXECUTION: z L '
GA9MEfER \ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
ZD
2).PREPARATION: 111.......��� O
10 6' 40POSLD , Q A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. _/ 00
,PORCH B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR H �i
1Lr) ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
�a n• I m C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O
19.0' 1 0 METALS WrTH PROTECTIVE BACKING PAINT.
JCGUPANCYOR I� 1 3.INSTALLATION: IIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIa
LJJ EXISTING I < 0 1 Z A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN.
STONE ONCRETE
USE IS UNLAWFULWAS
1 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
0 DRIVEWAY gSHOU1 \, I 1 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
RT T Q TOPSOI I LOCATION I I" ACCESSORIES. 11111101111-11110
WITHOUT C E i l 1 I FICA 1 m \ — IF /��Q O, I B) ALUMINUM:RIVET CONNECTORS. AND CAULK WITH A BUTYL SEALANT SLIP JOINT
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL Q
OF OCCUPANCY --- - - R I CONNECTION WATERTIGHT.
A \ '�,� SILT FENCE)LIMITS OF CLEARIN 'N ,I �i O
V\I 22 DRY WELLS TO BE 10'MIN. 4).PROTECTION: Q
c/) - AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
O — — B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
— — COMPLETION.
OENSPPNCE
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SCALE: SEE PLAN
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— — ' HSS 3.5X.25 I
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UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK
' COLUMN STUDS ON EACH SIDE OF OPENING PROVIDE 3 JACK STUDS ON EACH
2', 6'-4%:" SIDE FOR MICROLAM HEADERS.
6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
ENTRY (MAX 10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
p ^ FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.
5 PER CODE.
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i APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
' (2)2X4 P T HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.
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WALLS:R19,FLOOR:R21.EXTERIOR OPENINGS MAX.U 0.30
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m C EXISTING BEDROOM 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BYCODE.
COVERED
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PORCH
(2)2X10 GIRDER
- - SHEET NO:
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(OVER3'hWALL) __________________________ PROPOSED 1ST. FLOOR
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' INSTALL PER MANUFACTURER INSTRUCTIONS.
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1 1 DIRECTLY TO THE DECK ALONG EAVES.
1 ' 5)ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS
' t WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER.
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USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT
1 1 LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.
1 ; USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 3/27/2023
1 I CUTTING INTO SHINGLE SURFACE.
1 ,
7).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED.
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SCALE: 1/4" = 1'-0" SHEET N O.
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Generated by REScheck-Web Software
Compliance Certificate ri
Project WHATMOUGH RESIDENCEIT
Energy Code: 2018 IECC I I )
Location: l New York
Construction Type: Singe-family
fASIFNER TYPE: SPACING: I
Project Addition A CREW 16'OCClimate Zone:
4 (5331 HOD) BSEDACHOR WITH
Permit Date: z..EMBEDMENT LENGTH
No.10 WOOD-SCREWS ' ° 1
I
I I
BASED ANCHOR WITH IVOC / I
I I I
Construction Site: Owner/Agent: 2In.EMBEDMENT LENGTH
Designer/Contractor: 1/4m dia IAGSCREre 11 I II I I I °
180 NORTH REILY AVENUE BASED ANCHOR WITH 16•DC
MATTITUCK,NEW YORK 2n.EMBEDMENT LENGTH1
I I �
SH'TIM RYV+CIOD
:d1+.I:,Aar.,tF,l".'ail-�J,Lt.q.`.i„�SL1...S�.�-.j,;,�i.;1E? vHEarwNG
, I 1 2'APA RATED SHEATHING / I I
.. _.__. _s 1 I I I GRADE PLYWOOD I I 1 / I ° I It
Compliance:0.0%Better Than Cade �1I Maximum UA. 73 Your UA, 73 Maximum SHGC: 0.40 Vour SHGC:0.31 (ALTERNATwIVE:7/16'O.S.B)
The ES NOT or Worse Than Code lner,,gy Rs how ,c I,t o to,lance Mr hotje h s baud....de trade-off rules. I '
I[DOES NOT provide an eshmale of energy use or cos[relative to a minimum-cotle home. 1 ) Il }
Slab-on-grade tradeoffs are no longer Considered in the UA or performance Compliance path In REScheck.Each slab-on-grade GRADE PLYWDOOr
A RATED SHEATHING
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth regwrements I / I / (ALTERNATmvE:� 7/16•oSB.) I I ®
nv lope Assemblies
-- FASTENER TYPE: SPACING:
No.B WOOD-SCREW 1 I ` SMOG I I l) I I 1
BASED ANCHOR WITH 10'DC
WINDOWSILL 2n.EMIBIEE oDnMEEN T LENGTH
_.gorSc is TYPICAL WINDOW OPENING No lD WC
BASEDANaHOR WITH H 1z,«
Wall:W e,16'D.C. 374 20.0 0.0 0.059 0.060 PANEL SPAN EQUAL OR SMALLER 2n EMBEDMENT T
Door:Sol Door(under 50%glazing) 21 0. 0 0.320 6 7 1/4m dia LAGSCEW
Window:Wood Frame THAN 4 FEET � 'M WITH 16-«
14 0.300 0.320 4 4Ceiling:Flat Ceilin s . .0 0.035 0.026 9 7
_lit \I
I1
I on
SHGC: 11 ,
1
ungs:Wood Frame TYPICAL DOOR OPENING I l OI� I II dbl
II°
3/27/2023
29 0.300 0.320 9 9 PANEL SPAN GREATER THAN 4 FEET
MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
SHGC:0.31
2-2x4 DFp2 STUDS CONNECTED
picture:Woad Frame AND EQUAL OR SMALLER TOGETHER WITH STAINI ESS STEEL No,a w'JOUSlFEW
THAN 6 FEET DR GALV002ED Bars w/WASHERS BAS D ANCHOR WEH Ir oc
SHGC:0.33
9 0.290 0.320 6 6 AND NUTS III 2'4r D.c Nn.EMOEDMENT LENGTH SCALE: SEE PLAN
sidelights:Wood Frame 13 o.3Do 0.32o a 4 TYPICAL MULTIPLE OPENINGS a-«
SHGC:0.28
picture:Wood Frame BA EMBEDMENT LENGTH
SHGC:0.34 0.270 0.320 4 4 PANEL SPAN GREATER THAN 6 FEET
t/41n.dia.IAGSCREW
BASED ANCHOR W[TH 16.00
casements:Wood Frame 16 0.290 0.320 5 5 D THAN 8 FEET EQUAL OR ALLER zn.EMBEDMENT LENGTH
SHGC:031
Floor:All-Wood Joist/Truss 258 21.0 0.0 0.044 0.047 11 12 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SHEET N O:
AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE F)R WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16-
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTE)FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTTfUTION FORDESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
Project Title:WHATMOUGH RESIDENCE Report date: 04/05/23 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
Data filename: Page 1 of 2
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631.298.2250
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS michael@mchdesignservices.com
chaelC�mchdesignservices.com
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
RAFTER
CRIPPLE STUD WALL STUD
ENDWALL
+ BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL
RAFTER
t 4
' * 5 70
JACK STUDS 6 1�
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR t ^
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. •ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER LEDGE FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD z
THROUGH—ROOF EXHAUST
VENTS SELECTED AND O
LOCATED BY CONTRACTOR
METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY
RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
' SIDEWALL FLASHING VENTILATION
WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST W
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA rf
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA S GUTTER
INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED- ALL OPENINGS WOOD GIRDER _ J
SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT Fr"1r''I
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD O O
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF INCH IN DIMENSION.
LLJ
FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATON
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE {�
8" - 14 LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RATER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14 - 16 LSTA36 -1/4'x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RA TER SOFFITED EAVE DETAIL `y
ION ALL OPENINGS KEEP ROOFING NAILS OUT r
OF FLASHING •1"�,1
2ND. FLOOR WALL 1G�
ROOFING LAPS BASE ~�
\
so FLASHING 4 INCHES
RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
/ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING x V
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT L '
WOOD JOIST 9 r
TOP PLATE O L '
STAPPING �
1ST. FLOOR WALL WOOD JOIST
AND ALLL ATTACHED TO WALL STUDS 048"OC SIDE WALL FLASHING GIRDER/HEADER �/I WINDOW/DOOR
DOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDE WALLS, WALL STUD
D 00
O
AND RAKES PROVIDE HEMMED EDGES SO `
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS •'•/%
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION r�
4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" O
ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT75 TYDOWN ANCHOR OVER RIDGE TO
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR THE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD somm-ow
DBL. SILL PLATE
TERMITE SHIELD 1r SUBFLOOR
SILL GASKET -.w WOOD JOISTS
NC. r
TYP. CONC. FOUNDATION ( n ` CO MIL. POL SLAB NEOPRENE 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR V GRANULAR FILL • Vs I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR _ s ' ' .• ' •• 1.0 _ 1/2 " DIA. BOLTS 0 48" o.c. STAG. +�
• V STEEL COLUMN
A
p CONC. SLAB • ° I • ° 'p o e•e ` v i ROOF JACK /, 111,
STEEL BEAM
e 11�•�e A ,0 1•p ANCHOR BOLT EMBEDMEUT:
COMPACT FILL -► POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL
•p %' I e °oI BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE
KEYWAY FOOTING r V A
- ° - ) p � � w FLASHING AT WITH i 2" x 6" ANCHOR BOLT
e �•p •• p C r CONC. FTG. •p Q•p �o' SIDES AND TOP
USE WITH 3x3 SQUARE WASHERS
-O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583' 1/2" GROUT
p REINFORCING BAR FOUNDATION /S" DIA. ANCHOR BOLT 3" STEEL COLUMN
DRAIN TILE D • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
NEEDED FOR STRUCTURAL BRACING.
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE N NEEDE
TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
1 SUBFLOOR
CONC. SLAB
6X6 10/10 DOOR FRAME
GARAGE JOIST
COMPACT FILLILL DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4' SLAB tt
P.T. PLATE W/ 6X6 WMM \I SLOPE
• 1 2" AIR S�E - 1 0- . e 4"DRIVEWAY -� NOTCH JOIST AND ADJUST HEIGHT 3/27/2023
/ < I .Z 1 2- , (WITH A NAILING PLATE IF NEEDED)
• ','•�'� AT END AND 4• •.r ,p • s• :• •• • TO BE APROX. 1/2" OR HIGHER THAN
tcp ES OF WOOD p I •• STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE ' ° 't'_4""1""�*"'"+ 7. : BEAMS •a0 C °O •• • •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
° SCALE: SEE PLAN
12" •p .C•'p �' 6X6 W.W.M. � -Q T,-4 +; °- e�+0 ='il • o'• O•'p
p 'o SUB FLOOR
IN. a.v0 •°i,, e0 •w �•p �•p A.•i .e `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMIM p • °
•1 4 REI + REINFORCING BAR NFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ' O o - e II-II _ MOIST
•O • a"• a p•,s-o >:o I (�
DRAIN TILE IIs ON •e SHEET METAL / 30# FELT UNDER BEAM AT POINT • °1)' d ° STEEL BEAM
12" '! OF CONTACT WITH CONCRETE OR CONC. BLOCK SHEET N O■
e ! 3"' PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS.
° SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM
GARAGE DOOR BLOCKOUT
BEAM POCKET
I
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CODE: 2020 IRC, 2020 NYS UNIFORM
CLIMATIC 6 GEOGRAPHIC DESIGNCRITERIA FIRE PREVENTION AND BUILDING CODE
GROUNE WIND SEISMIC FROST WINTE ICESHIELD FLOOD
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAW I N G S SNOW SPEED DESIGN 1WEA11111.1 LINE TERMITE DECAY DESIGN UNRE REQUIRED
N HAZARDS
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE -
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TO HEAVY MODERATE
4"MAX.
SOIL COMPACTION:
1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000#
KING STUDS CAPACITY.
2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL
CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
4'DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698
RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SO'L AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE
FILL TFSTED BY A PROFFESSIONAI AGENCY FOR COMPACTION.
:1
LEDGER
RIDGE HEADER
DECK AND COVERED PORCH NOTES:
1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
Z All fasteners,hangers and anchors to be galvanized or stainless steel. I
RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts m Ilk Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 1/2"dia x 7'long anchor bolt with washers and nuts.
RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete
LEDGER TO BE CONNECTED TO BLDG.USING 1/2'DIA.BOLTS 16'OC WITH WASHERS HEADER-TO-POST/SPUD CONNECTION footing.Use a minimum 1/2"dia x 7'long anchor bolt with washers and nuts.Footings Shall
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LCICATION USP NUMBER DESCRIPTION APPLICATION be 3 R.below grade.
STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION I 2x6-2x8 I LS26 118ga.SLOPE HANGERI APPLY TO EACH RAFTER/LEDGE 1ALLDPENINGS1 LSTA12 1-1/4"xl2"20ga.STRAP I APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c..
ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga.SLOPE HANGER I APPLY TO EACH RAFTER/LEDGE 1ALLDPENINGS1RT3ORRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STU O
5).Flashing shall be installed between the building and ledger.Lapping up the sheathing
1-1/2'SPACE and over the ledger.Ledger to be fastened to building with 112"dia.bolts with washers
MINIMUM and nuts at 16"o.c.
6).Concrete piers shall be a minimum 6"above grade.T
u
HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
to girder(s).
RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building.
9).Use Simpson hangers and anchors with 2-MAX tripple protective coating or equal
POST for any contact with ACQ. \�
TOP PLATE
TOP PLATE
BALUSTERS
40
\C 4
RIM/DECK JOIST HANDRARlity.
OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD ° All required handrails shall be of one of the following types
i4l or provided equivalent h circular
Jar c.
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION
RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches.If the handrail is not circular it shall have a r ,
RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not realer
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN [4"-6"RAFTER RT10 10-3/4'x 18ga.TYDOWN ANCHOR CONNECTTO RAFTER TO PLATE POST-TO-DECK CONNECTIONP gCROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECTOVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of
CONNECTTOPLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches.PROVIDE AN EQUIVALENT GRIPPING SURFACE '-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type It.Handrails with a perimeter greater than 6-1/4 �..�
inches shall provide graspable finger recess area on both u
sides of the profile.The finger recess shall begin with a . ,^m■
distance of 3/4 inch measured vertically from the tallest
4"MAX. portion of the profile and achieve a depth of at least 5/16
4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the
GIRDER/HEADER profile.The required depth shall continue for at least 3/8
inch to a level that is not less than 1-3/4 inches below the
tallest portion of the profile.The minimum width of the r
GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a
0
maximum.0 2-3/4 inches.Edges shall have aminimum / ZWJOIST POST/COLUMN ° radius of 0.01 inches.POST/COLUMN [�
NAILING SCHEDULE NAIL z
L
GIRDER/H EADER O
JOINT DESCRIPTION QTM SPACING NOTES z
00
POST-TO-USP NUMBER R CONNECTION AS PER TABLE 3.8 O
LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHO APPLY TO EACH COLUMN
DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHO APPLY TO EACH COLUMN ROOF FRAMING:
LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDERMEADER CONNECTION
HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NAIL NAIL NOTES
JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOI USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACING
RAFTER TO 8'WALL:3-8d COMMOI, EACH TOE-NAIL
TOP PLATE 10'WALL:4-8d COMMOP I RAFTER
CEILING JOIST 8'WALL:3-8d COMMOI, EACH TOE-NAIL ^_
TO TOP PLATE 10'WALL: JOIST Q
° 5'fU CEILING JOIST TO AS PER TAB TABLEE 3.7 3.7 EACH FACE
PARALLEL RAFTER WFCM-SBC LAP NAIL
BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PART WFCM-SBC LAP NAIL Q
COLLAR TIE
AS PER TABLE 3.4 EACH FACE
TORAFTER WFCM-SBC END NAIL
° WOOD JOIST BLOCKING 2_8d COMMON EACH TOE
TO RAFTER END NAIL
LEDGER II RIM BOARD 2_16d COMMON EACH END
o GIRDER/HEADER tI CONCRETE PIER TO RAFTER END NAIL
WOOD JOIST
WOOD JOIST ••'
WALL FRAMING:
JOINT DESCRIPTION QN SPACING NAIL NOTES
FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO 2-16d COMMO PER FACE NAIL
CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE FOOT
II FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16'OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 4-16d COMMO
IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS ILOCATIONI USP NUMBER I DESCRIPTION I APPLICATION I INTERSECTIONS EA.SIDE NAIL
TO ALLOW FOR SHRINKAGE. ROD 11 STUD TO 24^ FACE
REQUIRED 11 1(2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD 2.16d COMMOr O.C. NAIL
FOR STU (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH PIE
HEADER TO 16d COMMON 16"O.C. FACE
FLASHING TUCKED UNDER t HEADER ALONG EDGES NAIL
I I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END
TOP PIECE SIDING AND PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL
LAPPED OVERR FIRST CONTIN. BOTTOM PLATE TO:
PIECE OF SIDING BELOW -THREADED ROD
FLOOR JOIST,BAND JOIST, 2-16d COMMOt PER FACE NAIL
1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT FOOT
END JOIST OR BLOCKING
CONNECTED TO BLDG.@16'OC MINCE POST DECK FRAMING:
@16• MINIMUM
RITMRu END DISTANCE NAIL NAIL
sous JOINT DESCRIPTION NOTES
QTY. SPACING
Pea Pos
FLOOR FRAMING ANCHOR '. PIER 16'TREAD JOIST TO: 4 PER TOE 3/27/2023
Bd COMMO
�� MINIM M � � S SILL,TOP PLATE OR GIRDER JOIST NAIL
2x JOISTS •, •o •e e ENS ANCE °
•py; 12"xl2"02, BRIDGING 2-8d COMMOI, EACH TOE
GRADE TO JOIST END NAIL
'•` (AfREQ)B ',� •," CONCRETE FOOTING • 2-SdCOMMO SCALE: SEE PLAN
1:•• •s•~ �s• BLOCKING EACH TOE
BLOCKINGLLA OLOS JOIST HANGER {r a•� . DECK nrR TO JOIST END NAIL
"Q .�CONC. '�' PER PUN
PIER 3-16d COMMO
RIM JOIST/BD. HOLLOW COLUMN UPLIFT BLOCKING TO: EACH TOE
SILL OR TOP PLATE BLOCK NAIL
O�• P�tr •^'fr' SIMPSON STRONG TIE MODEL STRR1/2 LEDGER STRIP EACH FACE
INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM 3-16d COMMO JOIST NAIL
LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE
' DECK/PORCH LEDGER CONNECTION
N(4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTIN TO BEAM 3-Bd COMMO JOIST NAIL SHEET N O.
0(6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOIST 3-16d COMMO PER END
TO JOIST JOIST NAIL
BAND JOIST TO: 2-16d COMMO PER TOE NAIL
SILL OR TOP PLATE FOOT
j
631.298.2250
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GENERAL NOTES NAILING SCHEDULE
WIND FRAMING NOTES PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bd nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMC RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA UNIFORM 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 TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
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 TO TOP PLATE 10'WALL:4-8d COMMCN JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS DESIGN LIVE LOAD SF
construction 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 LAP NAIL � )R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS IS RAFTERS GREATER THAN 3:12 PITCH L/180
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS FLOORS INTERIOR(LIGHT FRAME)STEEL WALLS 5 U360
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 line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS ao MASONRY WALLS(8-THICK) gp CEILINGS(PIASTER.STUCCO) U360 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 FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240
2-Bd COMMON 200 accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS 1J240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END )GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5 PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
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 LINTELS(SUPPORTING MASONY WALLS) U600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20
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 boltEXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C O
specific 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, TOP PLATE TO 2-16d COMMO )PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COM JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE �~
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS MO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
STUD TO
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and O.C. NAIL Sym.:
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
HEADER 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.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 ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type th a justmentexterior factors
in shallmeet3.16. he requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d CO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA w 0
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 W O 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 1�
2).All footings to rest on undisturbed(virgin)soil.
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
NAIL NAIL J r
Q`t
interior zhearwallz are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION Qom. SPACING
3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. NOTES MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. 17 NONE
concrete or masonry walls occuring in exterior or unheated interior areas. JOIST TO: 4-8d COMMCN PER TOE TO HEAVY MODERATE
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � I� w
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL
4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMM EACH TOE
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES W
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
3.5. BLOCKING EACH TOE
o Unless otherwise noted,all slabs l grade to be ire mesh
r Concrete to be TO JOIST' 2-8d COMM END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS)
anchored on to 3-16d COMM INTERIOR ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C. r
6"maximum lifts(layers). p of the beam or slope connectors shall be attached to each raker-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD v
alongthe open ceiling art of the building.Connections to the ridge and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one P g P g' g LEDGER STRIP EACH FACE @ requirements. I.._!
8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above TO BEAM 3-16d COMM JOIST NAIL a?
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES
N.Y.S.Dampsiden exterior of foundation with bituminous loneias a required b current TO BEAM THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. t ^ 44 O
coating q y JOIST NAIL `/ , 1�1 r-i
N Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, Z (�
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z
O
2-16d COMM
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F A I N 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Z �,
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches O.C. O
Douglas
Unless otherwise noted,all framing and structural wood material to be#2+BTR.Fir. 4).Deck joists to have blocking at 8'0 o.c.. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE^ NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch Flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir.
where needed. GYPSUM 7" O.C.EDGE 4' ^
EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD Nmw
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD Sd COOLERS
above grade. 10"O.0.FELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3
"
openings.LVL headers have(3)jack studs and full length studs on each side NOTES
openings.Bearing wall window ( 6).Concrete piers shall be a minimum 6
sills shall also have(2)window sill plates for 2x4 wall
WALL SHEATHING:
l 7)_All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and GO and 2x6 wall openings between 5'll and 8'9.Provide fire s to irder . NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. g () JOINT DESCRIPTION QTn SPACING Q
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing g q
5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC ) g within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 6d COMMON. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.HELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.:DGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. 5d COOLERS
WALLBOARD 10"O.0.FIELD
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). FLOOR SHEATHING:
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
STRUCTURAL PANELS O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOORHVAC SYSTEM NOTES ,"OR LESS Sd COMMO :6"
2"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking bridging in Floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFT
Under all bearing walls- NYS Residential Code R302.11-FIREBLOCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES:
Fireblocking shall be provided to at off all concealed drag openings(both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. NOTE: and to fort an effective fire barrier between stories,and between a top story and the roof space.
needed. THESE NOTES ARE ONLY TO BE REFERRED TO It CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathirg feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing 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 SOIL COMPACTION: using parallel rows of studs or staggered studs.
12),Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
shear capacities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
ELECTRICAL NOTES: members shall be doubled,or alternate connector, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code.
1).All electrical f0 be installed a5 per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 696 AND ASTM D 1557).COMPACT THE 3/27/2023
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over conneaed TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be peimitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.V.S.Residential Code.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SURFLOOR,IS COMPLETE. SCALE: SEE PLAN
approved equal.Flat 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 R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. AOR ND BASES.
EQUAL INSTALL WITH CAP
SHEET N O.
AND BASES.USE WITH FLASHING CAPS TOO
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