HomeMy WebLinkAbout47263-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47263 Date: 12/27/2021
Permission is hereby granted to:
Frausto, a�
175 1st St
Laurel, NY 11948
To: demolish existing dwelling and construct a new single-family dwelling as applied for
per Trustees & SCHD approvals.
At premises located at:
1425 Bay Ave., East Marion
SCTM # 473889
Sec/Block/Lot# 31.-9-7.3
Pursuant to application dated 11/8/2021 and approved by the Building Inspector.
To expire on 6/28/2023.
Fees:
DEMOLITION $379.00
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,392.00
CO-NEW DWELLING $50.00
Total: $1,821.00
� 1{
Building Inspector
OWN -SOUTHOLIED—BUILDIN" DEPARTMENT
°own A n 7 Main Road .P. Lt 11` 9 Sow hold,
_` _ _ 1) a 18 c � �)165-9502
0c pv _vr-
APPLICATION FOR BUILDING P, ,,, MIT
r—Offite Use Only <
PERMI NO.
YBUII
DIN-r, e
TOWN-
Appikaticins and forms rnur, gilled ow In their enbretV.OICOMDIrte SOUTHOLD
if ap l ation%v4N not be a - ted, Whwa the AppillwetIt not the _ or,an
1 is A� o nn form P9 e 21shl be ed<
Date; September 28, 2021
OWNER(S) F PROPERTY-
Name., Jeffery Williams 0'". OQ 7
' Project Address: 1425 Bay Avenue East Marion, NY 11939
Phone A:(631) 838- 2025 Email-jswjrl@hotmail.com
Malling Address:175 First Street Laurel,NY 11948
PE_ _ :
Name:Robert W. Anderson—Suffolk Environmental Consulting, Inc.
Malling Address: P.O. Box 2003 Bridgehampton, NY 11932
Phone It:(631) 537-5160 Email robert@suffolkenvironmental.com
DESIGNP140FESSIONAL INE P- MI W-
Name: Joseph Fischetti,P.E.
Mailing Address:P.O. Box 616 Southold,NY • 11971
Phone q. 631 -765-2954 Email'wingman@optonline.net
F14MAT g
-
Nam-
M ihng Address:
Phone
Emai,
.
DESCRIPTION OFF PROPOSED CON-S-IRUCTION
Nei tr cture LIAdditi Alteratko E e air emol_tlo ted est o1 e t
00th j 500,000.00
W01 the lot be re-graded res ••-�� No �. ®Will excess fill hf sewed frorn prem- s- 1 (N
PRimaywiltowArcm
Eidsting use . Residential Irate ° Residential
Zone or use district_ In which premises is situated: any covenants and
- restrictions with s t t
R-40 Is [IY s
p IF YES, PROVIOE A COPY
to so_
tho
PAW suffifthm
_
..
wwiii
Application Subtrifted By(pirint e Robert W.Anderson MAut-NorlizedAgmtsir
STATE OF NEWY
-SS_
COUNM OF -" 1 --_
�n �� A .dem C'S- f o_k Env- amental ,in&uw € ply spa deposes _ s that s' is the 1`C t
(S)he Is the Agent a
lContractor.AgenL Corporate Officer,etc )
of said owner or owners, and Is duty 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 hIsNr knowledge and bel' fi and
at the work will be perlormedIn manner set forth In the application therewith
Sworn before e this
day of , 2
Knistun S Biggs -
NOTNIRY P_BL .` 4kTE OF YOF
Registratio
113n ,io
A _
j
4 (Where the applicant is not the owner)
1, tgffjC3 AjjjjA residing at -hist Street • Laurel, N f 11948
Suffolk Envirorunental Consultin&Inc. to apply on
my behalf to the Town of SoutholdBuilding Department for approval herein,
_
Own" Voture Date
illus
_.__. int Ow.nees
ama
1
{ BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO.9790 DATE: DECEMBER 21,2020
ISSUED TO: MARY R.FRAUSTO&JEFFREY S.WHAJAMS, _JILi
PROPERTY ADDRESS: 1425 BAY AVENUE,EAST " ON
SCTM# 1000-31-9-7.3
3
i
1 AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 21,2020,
and in consideration of application fee in the sum of$250.00 paid by =R Frausto Je v S. William
Jr. and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees
] authorizes and permits the following:
Wetland Permit to demolish and remove all structures within 100.0'of the existing freshwater wetlands
(Marion Lake),including the existing house and related appurtenances as well as the existing cesspool;
construct a new two-story frame dwelling(40.0104.01),setback 101.0'landward of the freshwater
wetland boundary;and to install a new IA/OWTS septic system;establish and perpetually maintain a 10'
wide non-turf buffer extending across the property which lines up to the 10' right-of-way along with a 1
non-disturbance buffer at top of the bank;and as depicted on the survey prepared by Peconic Surveyors,
P.C.received on December 3,2020,and stamped approved on December 21,2020.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these
presents to be subscribed by a majority of the said Board as of the 21st day of December,2020.
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FjscHE: -r -ri
r#1 ENGINEFERIN, G
December 23, 2021
Amanda Nunemaker
Town of Southold
Building Department
Main Road
Southold, NY 11971
Re 1425 Bay Avenue,East Marion SCTM#1000-31-09-7.3
Dear Amanda,
The home to be demolished referenced above according to National Grid,is not connected
to natural gas.
-tee
i
Joseph Fischetti, PE
BOARD CERTIFIED IN STRUCTURAL ENGINEERING
JOSEPH Q�FISCHETTI.COM FISCHETTIENOINEERINO.COM 631 -765-29S4
1 72 5 H O B A R-r ROAD 5 0 U -rH O L D , N EW YORK 1 1 97 1
r i ? SOFHE TOWS OF SOUTHOLo u -
5,THE d}N-'4A LAR SgIAi D yeat Y`*4E i4:�.ATION A.hDS 43FA'LJ'2PIE9:
{f ! ntt`Y&tl"ciTO A?RK H_::•^NfRAGNRkS A9VL A_L isll@SURrAi,c N'=CRkFA'iC'iSnOstM bN TH'eaE
i '�iAhS,5.:0YOfi#ti�A h*[;}xgS '4'YaFGRRte-'Ii A�O 'iY IN'Fs'Ieu3..
PN�FI+" �3Q7# g-vs O'bT OR SY RESFo.aeLE FOR SOUMG+ LNCOESSkay ERMRS aEFORE COMMcNG:NG
SD.4 35 dt3
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F-O¢At t l*k CL4,S AhC S H 4A0 OR 5nAL a RcSPs?h5`ti.EE rGR^vi�#JSS>C TtL
TitNK 4'YSJ�'tiaL>:nni-<AIS O,�..ET_.0=',_9:.i ISG �6URtw ..
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8.ALL PRECAST`TRUO URES SHALL aE APPROVED FY T. OUNTY ANO COUP YWtTHTH 4REGU�lTICHS.
a,TD PYC
NANUFAGTURED Yl
HalsE ADAPTOR _ o.ALL PRECAST STRUCTURES SHALL DE
iT"i<Gt10 PS'2S DAY S.RcNGTH
GOYOR�E.
tn.SAY1TARY?jpETOaES n35-CORASFIECIFIEDONPINs
OUT DETAIL c _ NSTRu c Ras Gwa a -N,GOFSRG scAUR Ton 9Y s,M_S Z
'V'^Pt'T4- =U J4£�'SE^M 4 TO v€FS .h V35vN C�TR9t SEA-.:fRE � 'O
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zo
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k,o'ii Gh-' ASU cRi-;tE zv eb 2,.?9Cb'T"x=€'. �} Q
EKE 11AGy,TSGeneralR-:1;ame `�' m
jfj t.L -ai liA OWT s told a a l a Was s ;rtiaa culsua.t t Ch.n `u°-'Rr'.?a Vt S p d::s:='t Ln
I.-
a t to Se o C rty .^�! 563-3rI'ial Oanartmant d- Q
9 .Hess$=} rc -s:zsrsam t t-coat a^,.A:en t .a tment system Ins!at LLI
S ,iaparUne t of yar.L ecs rg arA�a s Lain p
�� of Leta ler na an ns r,AFa rs ma t-r,a}st f 4ce,-ssad A 013'SS L9ai;tsra v� e_vvtl�r-
91 2 Imgatt 'ball pm-,.de a ae,..:l ata °'the ins-tlawn and construction from a pmfas o aI engineer or registered
architac,,ar nm`t appro at of Lha system wnar must be
tLF
ed
t$ 3 An aka_' Gt>arat�on and Maintenance Contract between the Maintenance Provider antl Prope o
subm,ac o the OePah"m _
A Allinstalled I/A OWTS are required to have an initial 3 year warianty and operationima ntenan ceservae t aA
Baa a oar the unit shall b "mad to the roof of.;`ta rastderes te-� t separation of 52
5,+t�Pan a 6A OLhITS aqui, n re ana ih *co c =nt b tI Nava a*m sec
above the attaa to ant the suet m
is vrear3a-la T
1 sch.a to ha sloped atm o€Lha dacl-h ares anoa and i inhere ml Nn of 18 s s�
9pe may be pDao to thea fe: it
cities shall
be Rreaiad a n n m rsf 3 fsa- -m r.wlnaaw sl*d must tarr�ra wti"f a car'=s fi:sr da .AS:
si=t a,es must Nava
mi T m diary o 2 iil
8 Grbage grinders shall not ba psrm-itteo when an VLA OW7•S is utulzad as rt,eans f s age dfspos I to addition,water
sotterais shat not discharge ire':o an h
T irsts:i VA OWTStanks o"'ht
to manufacturats recommendations.All applicable remmmendsfiens p—ded by the
mana^t•ar ahall ba mp`"rt nt�d
R.The 1(A ON`a S to k shalt be'asta€ed :mal in aEl dlrsctians(wM1ha maxir`+>h tola'at~ fn cry ```im `°°s
quart r
inch)
h1 on a m m 3 m thick bad of prepedy kvc=ied and compaa=ad Ea d afma from re.. } p=a
foot below fine grade.
.NGCO 9.The top of the LA OtMS tank shall not be located greater than 2S`.oat or less than one
1-31-09-11
_ING Elactrical Requirements
WATER �r..s` 'tT`m._
I.Control Par -a as F -ore o b aml.d by the I°"'sx coy me r _--
a-
N-1
w n V v'a d mat„ase - hat':serves.
ha.x� leci code f - 1 1 1
b. :e_a.=.rol Panel^ox ...31.,e plaid u c o a .tette pedes has s
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�77{ n a no t q .: '+';Salsa neigh{a
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a The corn va, ve a^,mp a can;is`o
r iSS.7cI o a o lu.c ana - a }i:an ng ,i -n s,= ,cn m'a.u"o ud a a.^.d Z
NDi.SE; 25 €ath sus 'r shalt a ea Pec - t a cc .?ar s a nab'Ld a_ °-. LIJ
iFa 7j42.22 94 f L'F 8'DIA RtN05 at rn ea.ba a YUSE s.. nd yea. }
)8 AME'ER X 6'€}E€P W Q
-kiCm do°tside u Z O
2 PumPs.a�' is L-e SCo' are g the F -m° r d S..is t be w2 r goui
380r'a2.22- 31 DF 801A RG�'GS The t ct sal,'+•` b s F
" `-;3}8 G:AMETER X 8'DEEP th i A OYJ"S i k =a.ba rn 6r`8-a:a Lt:.rpt`a N k m r � - Z
b The Ueee`'tren shat @baeeva dump yei mr.-es -e,..a?e.
c.Ins,"-eetian'or!.11;1.of the tore n fittio.syn.nratie dun»tF.e$x'..- .p*a_ Q {V
Q U) LO
SANITARY DESIGN � ry z r
� tt y
LD c.0
ACOESSARY APARTMENT: 1 BEDROt#t 1 C CO t0
aL�ED
A#AL4 HarSE: Rt0 NOV' 3 _1�l'++t1 Lu x
TOTAL: 5 BEDROG:NS U_ 0
HYi)ROAGTION AN-500-55OW60 -tL;aiNG DEPT. � CO
-scil ---®— (1)8'DIA�EA'.,f`itNO POOL- t&'DEEP pt ---;G�-GOUTHOLD �
GIA EXPANSION POD-IS'DEEP - 0_ O
a
LP &EP TO HAVE 8' TRAFFIC COiRS s,.
1
SCTM# 1000-31 -9- 7. O
INTyEPART4a1ENT OF HEALTH
SUFFOIXFORA
FgERMIT 1R AOt,.�,VALOF CONSTR�UCTION �
DATE - 244 H.S,
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$ �I APPROVE --- 1 1P I
Il �3 TOTA Fs; ES
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1. n tI{ o ARES REEYEP.R:a', _.Ed-.=.�--�--�--
I MARCH 2,2021
S
Abandon-+t Of existing 5allilaiy system must be in
if
COIItOt21CC with{IB t2'€YSCi==i ie¢ult ^?eT4i Submit I SCALE:AS NOTED
BILL OF MATERIALS -Completed ao.=` ��'� ` as prod
VM
s A� $ $E INSPECTED BY THE
¢ u WATER L�NE{5}MLI T ( SHEET NO: I
SUFFOLK OUNTY DEPT.OF HEALTH SERVICES.
CALL RZ 4$HOURS IN ADVANCE,
2.Vt SC LE INSPECTION(S)- C
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THAN 44 INCHES AND SHALL PROJECT NO MORE THAN
6 INCHES INTO THE WELL LADDER TO BE PERMANENTLYFIX6 '
NO D TO MORE ALLTHAN
OF INCHESN E HAVE A RUNG SPACE IG H E E T N O■
NO MORE THAN 18 INCHES VERTICALLY FO0.FULL HEIGHT 0�
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OPENINGS AS REQUIRED.
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NOTES:
1).EXECUTION:
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2,.PREPARATION: DRAWN BY: JF
/ A),CLEAN UE THOROUGHLY PRIOR TO INSTALLATION.
B), PREPARERE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR .. .
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT. i/28
/202 i
3.INSTALLATION:
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. /�
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. + SCALE: SEE PLAN
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES. d Y;
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
CONNECTORS. � s
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL r
CONNECTION WATERTIGHT. SHEET N O■
DRY WELLS TO BE 10'MIN. 4).PROTECTION:
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, �^
AWAY FROM HOUSE
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION.
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2X6 COLLAR TIE 48"OC -
Com liance Certificate + !� / t� • $ ASPHALT ROOFING
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WINDOW
Project WILLIAMS RESIDENCE U
Energy Code: 2018 IECC 2X8 DF#2 cJ @16"oC W �� F-y
Location: Southold, New York - — O
Construction Type: Single-family Vw
Project Type: New Construction ® ® ® ® --- Q
Conditioned Floor Area: 1,732 ft2 - 0
C
Glazing
Area 22%
Climate Zone: 4 (5572 HDD) Zo F+I
Permit Date: I
boZ
Permit Number: 1�1
Construction Site: Owner/Agent: Designer/Contractor: LIJ
1525 BAY AVENUE
EAST MARION,NY
_ — 3/4"SUBFLOOR 0 O
9-1/2 TJ 1230 WOOD-1 FJ @16"OC SIDING PER OWNER F+i n/
_77
/UNDERLAYMENT
.. __ S 1/2"SHEATHING
Compliance: 1.69 0
FFF���111 N
I�1
Better Than Code Maximum UA: 312 Your UA: 307 Maximum SHGC: 0.40 Your SHGC: 0.30 2X4 STUD WALL
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ^ {■-■I
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each stab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
00 W
Envelope Assemblies
1• a /
Ceiling: Flat Ceiling or Scissor Truss 922 30.0 0.0 0.035 0.026 32 24 _ — 4"SUBELQOR
1ST.FLOOR:Wood Frame, 16"D.C. 1,040 20.0 0.0 0.059 0.060 43 44 _ — 9-1/2 711230 WOOD-1 FJ @16"OC
Door 1:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 ° (3)9-1/2 ML
Door:Glass Door(over 50%glazing) (3M 3/4x9-1/2
SHGC:0.26 67 0.300 0.320 20 21 6 a ML GIRDER 2X6 ACQ SILL PLATE D
Window 2:Wood Frame -� i TERMITE SHIELD
104 0.300 0.320 31 33 SILL SEAL
SHGC:0.31
Window 2:Wood FrameWo 104 0.300 0.320 31 33 O °:
SHGC: 00 COLUMN COLUMN ,° 8"PC WALL
Window:Wood Frame 13 0.290 0.320 4 4
d
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SHGC:0.31
2ND. FLOOR:Wood Frame, 16"o.c. 1,040 20.0 0.0 0.059 0.060 51 52
Door:Glass Door(over 50%glazing)
SHGC:0.26 41 0.300 0.320 12 13 a
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Window 1:Wood Frame - — N
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Window:Wood Frame 39 0.290 0.320 11 12 16"X8"CONC.FTG. '!-} W
SHGC:0.31 (2)#4 REBAR
Floor:All-Wood joist/Truss 875 21.0 0.0 0.044 0.047 39 41 CROSS SECT10N B Z
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FASTENER TYPE: SPACING: Ll
11/4 3 11/4 No.8 WOODORWIT
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11B.EMBEDMENT LENGTH
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SHEATHING
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GRADE PLYWOOD
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3 11/4 2 3 11
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1 CO. L3 GRADE PLYWOOD
3
3 1 C.D. (ALTERNATMVE:7116.O.S.B.) ® DRAWN BY: JF
11/4 10
No.8 ER TYPE: SPACING: 2x4 OF•2 J/^^/^0
No.8 WOOD-SCREW SNDS l�. 1v( L L
BASED ANCHOR WITH 10"OC
WINDOW STILL 2•.EMBEDMENT U NGTH
wM. TYPICAL WINDOW OPENING No.10WOOD-SCREWS
BASED ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH
THAN 4FEET 1/41hft.u�E, SCALE: SEE PLAN
11/2 BASIDANCHOR
3ITH 16.OC
2N"EMBEDMENT LENGTH
I Co.. TYPICAL DOOR OPENING •
PANEL SPAN GREATER THAN 4FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
4 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL
FX STUDS CONNECTED
No.6 WOOD-SCREW
OR GALVID NUT��W,Lys BASED ANCHOR WITH 61 o< SHEET NO:
SLOPE"i/4"PER FOOT PITCH TO DRAIN TO APRoveD THAN 6 FEET 2M.EMBEDMENT LENGTH
AND Hors m r-a•o.c
4'C.1 SEPTIC SYSTEM No 30 WOOD-SCREWS
TRAP HOUSE TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91 OC
PANEL SPAN GREATER THAN 6 FEET 2h.EMBEDMENT LENGTH
AND EQUAL OR SMALLER I/418.aa.LAGSCREW
BASED ANCHOR WITH 16,OC
THAN 8 FEET 2n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
PLUMBING SCHEMATIC
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING
SCALE: NOT TO SCALE WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED 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 SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. - 9
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.
HARDWARE MUST ACCCMPANY SHUTTERS FOR INSTALLATION.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
GIRDER
a^MAX.
DECKING DECKING 4"DIA.MAXIMUM
EXTERIOR 1 —
WALL DECK JOIST LN DECK JOIST
1/2"DIAMETER IAC SCREWS, CONTINUOUS FLASHING,EXTENDED LIJ
W Z
THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO 2 i/2"GALV.OR S.S. W O
OR 5"LEDGERLOK SCREWS ( )
PREVENT WATER INTRUSION LEDGER FLOOR V 1
AND JOIST FLUSH ON TOP Jolsr CARRIAGE BOLTS WITH GIRDER M
RIM BOARD WASHERS AND NUTS
CAULK US PREVENT WATER SIMPSON CBS as
O
INTRUSION LEDGER AND ANCHOR
DECKING EP DIA.EXPANSION BOLTS, w• JOIST FLUSH ON TOP
EPDXY OR ADHESIVE(PER *' 2.AC
•FLOOR "MIN. • CONCRETE POSTIOIST 1-5/8•MIN. MANUFACTURE INSTRUCTIONS)w/WASHERS AND NUTSs" PIER
5"MAX. DECK JOISTS • DECKING DECK/PORCH RAILING'MIN. �o •°. �� DECKING DECKING
••�' JOIST HANGER�.��w• DECK JOISTS•0,•r•°• 2X ACQ LEDGER BOARD FOUNDATION WALLra •�. NOTE: •• RAILINGC° :• Uj
LOCK FOUNDATION JOIST HANGER DECK 101ST DECK JOIST O
FOUNDATION P•�••�� TO BE FILLED WITH Npp5-FWALL 4+P. GROUT AT ANCHOR 2X ACQ LEDGER BOARD
LOCATIONS
GIRDER GIRDER RIM BOARD SIMPSON DTT2Z HOLD-DOWN O
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2XB) DECKING 0. '•a~
0
12'MIN. O �u N
THROUGH-BOLTS s•MAx. DECKJOIST & ^ `In
THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2'.PILOT HOLES FOR THROUGH-BOLTS o 2'MIN.
SHALL BE 17/32"TO 9/16'IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT
HEAD AND NUT. (2)1/2'GALV.OR S.S. 2X BLOCKING AT EACH POST `vey_
SIMPSON CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED
EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM
STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD J
12"OC DETAIL EXPANSION
IN 2 ROWS TO A CONCRETE OR SOLIDAND ADHESIVE ANCHOR BOhLTS HALL HAVE A DIAMETER OF 1/2'.SONRY WALL AS SHOWN IN MINIMUM SPACING AND POST CONCRETE
POST-TO-DECK CONNECTION u QUI'
2"MIN. 5-1/2"MIN.FOR 2XB EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURERS RECOMENDATIONS.ALL
5"MAX. ® ® ® ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS
® ® ® 7.1/2"MIN.FOR 2X12 LAG SCREWS
j 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2'.LAG SCREWS HALL HAVE PILOT HOLES
W 2"MIN. LEDGER LIAC SCREW,THROUGH BOLT, DRILLED WITH 5/16•DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX.
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND y_
RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE '�I-
LEDGERLOK SCREWS PIER
LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM
BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM
INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1.3/4"
LEDGER BOARD FASTENER SPACING AND CLEARANCES
FROM TOP AND BOTTOM EDGES.
24"X24"X12"CONC.FTG. HANDRAIL NOTES:
T BELOW GRADE All required handrails shall be of one of the following types
(ALT,:BIGFOOT FOOTING) or provided equivalent graspabllity.
i
1).Type 1.Handrails with circular cross section shall have an
outside diameter of at least 1-1/4 Inches and not greater
36•MIN. than 2 Inches.If the handrail is not circular it shall have a
perimeter dimension of at least 4 Inches and not greater ,
than 6.1/4 Inches with a maximum cross section of
FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches.
6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF 09)8d NAILS OR 5"LEDGERLOK SCREWS SIMP50N DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4
Inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a
SOLID SAWN distance of 3/4 Inch measured vertically from the tallest STAIR RAILING
FLOOR JOISTS DECK I I I JOISTS DECK I I portion of the profile and achieve a depth of at least 5/16
JOIST I I JOIST " Inch within 7/8 Inch below the widest portion of the
I I I I profile.The required depth shall continue for at least 3/8 1-1/2"SPACE
Inch to a level that is riot less than 1-3/4 Inches below the
THREADED ROD MAY BE THREADED ROD MAY BE MINIMUM
tallest portion of the profile.The minimum width of the
SLOPED UP TO HE MINIMUM 2X6X36" ROPED UP TO HE handrail above the recess shall be 1-1/4 Inches to a
AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE
•�
GIRDER WEB WITH(16)tOd NAILS GIRDER maximum of 2.3/4 inches,Edges shall have a minimum HANDRAILS
JOIST HANGER JOIST HANGER radius of 0.01 Inches.
AND CLINCH
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10d THREADED NAIL OR#10 WOOD SCREWS, BALUSTERS T
" LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16'oc EQUALST ORGREATER
N2ROWSLONG, OPEN BALUSTER ATTACHED TO WALL V,
L1J cO L� N
" ++ . •IF '.'-' HANDRAIL CONNECTION Q O O '^
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
�— ZOm � I`
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN
6 FT.MIN.EXTENT OF BLOCKING ATfA7CHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES HALL BE LOCATED ONLY OVER � O � M
INSIDE MEMBERAS SHOWN.
BEAM ASS EMB LY DETAIL INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL `-
ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, PROVIDE AN EQUIVALENT GRIPPING SURFACE —. O
10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS
OR 5"LEDGERLOK SCREWS SIMPSON DTT22 HOLD-DOWN
W U "
70IRDEIR O
DECK STAIRTREADJOISTRIM BOARD
THREADED ROD MAY BEMINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12STRINGER
BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) AWAY FROM THE HOUSEFILL BAY AND FIT SNUGLY LJOIST HANGER VVV
JOIST O
GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE iN (2) LOCATIONS 1N DECK) DRAWN BY: JF
SPLICED JOISTS OVER HEADER/GIRDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST 11/28/2021
GROUND WiND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL
HAZARDS JOINT DESCRIPTION NOTES
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRIN*GE.
JOIST TO: PER TOE 016' SCALE: SEE PLAN
4.Ed COMMO
MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL
20 PSF 130 B SEVERE 3 FT. 11 NONE -TO HEAVY MODERATE BRIDGING EACH TOE
TO JOIST 2.8d COMMO END NAIL I
BLOCKING EACH TOE PB44 POTO JOIST 2-8d COMMO END NAIL WDOD JOIST ANCHOBLOCKING LAT EACH TOE P16-"T.EAD ' SHEET NO•
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT 3.16d COMMOSILLOR TOP PLATE BLOCK NAILJs2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMO FACT FACE GIRDEF/HEADER RA i • • CONC.SLAB 'ti
TO BEAM JOIST NAIL (AS REQ.) •0•v
JOIST ON LEDGER PER TOE MOD JOIST •o•• .•�•a
3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. To BEAM 3.8d COMMON JOIST NAIL .'•.
' B"die. o DECK PIER
BAND JOIST PER END '!h CONC. '•''0 s PER PLAN
3-16d COMMO •. .•�••
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL T-0" 4• PIER
BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER •~4- 0•"4-•
SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL v%'• •i`•.'
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS CONNECTED To A FLUSH HEADER To BE SUPPORTED WITH a. -'.-'4
THE PROPER STEEL CONNECTOR. •i •' �•
6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. A- 10
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECONMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
W
KING STUDS
RAFTER WALL STUD Z
ENDWALL
CRIPPLE STUD
n BOTTOM PLATE r /�
RIDGE v , W
HEADER LEDGER BATHTUB
DOUBLE JOIST W 1'
SIDEWALL u
RAFTER O
JACK STUDS C W
FLOOR USP NUMBER DESCRIPTION APPLICATION qw li
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS W
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS Q
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 SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR W w
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WTH (2) JOISTS. UNDER WALL. w
2ND. ADSS ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 i-1/4"z24" 20go. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER t ^
ANCHOR PLATES OF 1ST. FLOOR, CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE V
HE 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 O
WALL SND O ~�
THROUGH-ROOF EXHAUST 9
VENTS SELECTED AND �/�
METAL STRAP ` LOCATED BY CONTRACTOR O � u J
N
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL .
RIM BOARD CHIMNEY AS REQUIRED /u� In
RAFTER r4
SILL PLATES) WALL SHEATHING RAFTERS MAINTAIN
SIDEWALL FLASHING TLTION WOOD JOIST
FOUNDATION TOP PLATE BLOCKING V,
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING u
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
/ 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 OF GUTTER
INSTALL 4'0" O.C. �.' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
SHALL BE COVERED WITH CORROSION- tVENA
ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH . SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATIONUSP NUMBER DESCRIPTION APPLCATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAPIER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER 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 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
\/ BASE FLASHING WRAPS CORNERS, RAFTER MIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
V.
WOOD JOIST ,
rT
TOP PLATE �.
SIDE WALL FLASHING GIRDER/HEADER
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO RAFTERS ,
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
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- W
RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. /�� Z
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO (V■V\■
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
PLATE/WALL SP1H4 STUD PLATE ANCHOR
ON ALL OPENINGS PLATES TO EACH STUD
DBL. SILL PLATE
W
TERMITE SHIELD SUBFLOOR J `'
SILL GASKET WOOD JOISTS V/ I J0 O to
i Z
Lo
NEOPRENE ; 2
TYP. CONC. FOUNDATION n CONC. SLAB GASKET "• ' 2x6 /2x8 CONTINUOUS WOOD PLATE ��
C 6 MIL. POLY V� I BOLTED TO STEEL BEAM WITH IL O
DAMPPROOF EXTERIOR y GRANULAR FILL , '
6MIL POLY ON EXTERIOR \•p a �•• ' 1/2 " DIA. BOLTS® 48" o.c. STAG, _
' V STEEL COLUMN '^
Ogco
co
q I • 4 ►' e ° ROOF JACK '�\� ``�•� a STEEL BEAM rVr^J O
o a CONC. SLAB p r' i v ui
ANCHOR BOLT EMBDMENT:
co
`��° C )'p POURED CONCRETE: 7" ,`, 4" x 1/4" x 8" STEEL W
p y COMPACT FILL A 3e . BLOCK WALL: 5" ` TOP AND BOTTOM PLATE
11 ROOFING LAPS 0
V ' • ' q • p ' FLASHING AT WITH 1/2` x 6" ANCHOR BOLT
KEYWAY FOOTING o P �1 "• O
d ° �'p °' CONC. FTG. —� •p Q'p G►• SIDES AND TOP
• 1 ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT
• (USP LBPS58 OR BF583) ,`�` 3" STEEL COLUMN
p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPAflNG FLASHING LAPS ( 10 KIPS ) `J
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM �n
(CRAWL SPACE OR FOUNDATION 1 STORY 72" OC v,
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL 0
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
AB-ON-GRADE ROOF JACKS & VENTS DETAIL
�—SUB FLOOR
CONC. SLAB I DOOR FRAME DRAWN BY. JF
6X6 10/10 GARAGE O_JOIST
COMPACT FILLILL DOOR USE 2X8 STEEL BEAM
4" SLAB FOR BLOCKOUT
W/ 6X6 WMM \I SLOPE R 7 1
• P.T. PLATE � 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 11/28/2021
' 1/2" AIR SPACE < 1 • ° ` 7 1 �• (WITH A NAILING PLATE IF NEEDED)
AT END AND �• •' n• :• •' • TO BE APROX. 1/2" OR HIGHER THAN
ES OF WOOD �p . • • STEEL BEAM TO ALLOW FOR SHRINKAGE
GRAD Q "a""'YT" _�• • q ,• q �' q C ' t •s C�° • • ( )
'Q + — — — _ _ BEAMS o G s 0 •. . •. PROVIDE STRAPPING TO KEEP JOISTS ALIGNED SCALE: SEE PLAN
6X6 W.W.M. 'e : „— °� ='il ►• G •p _
MN. a "c 1e D ° q�1 p qQ'p qn'� • e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MkXIMUM p p . O n r—SUB FLOOR
REINFORCING BAR n NOTCH EQUALS 1/4 DEPTH OF BEAM °De e e'
•4, • --REINFORCING BAR e•• O•, ► _ MOIST
DRAIN TILE ►) + 4�)• ,fO — (�
12" '° i• SHEET METAL / 30# FELT UNDER BEAM AT PANT •a •° STEEL BEAM SHEET
1
OF CONTACT WITH CONCRETE OR CONC. BLOCK — v H E ET N O■
e•• PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. � 3•. SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAN GARAGE DOOR BLOCKOUT
BEAM POCKET 's '
3 �
�.h R
NAILING SCHEDULE W
WIND FRAMING NOTES PLAN CONTENTS:
GENERAL NOTES V �
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION a
) R3 RESIDENTIAL-J'
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL (JAIL ^/
JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING F.G.
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING O
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WALL:3-8d COMMON Eli TOE-NAIL BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4.8d COMMO RAFTER 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:
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 CEILING JOIST 8'WALL:3-8d COMMON E4CH TOE-NAIL DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE W
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 COMMONJOIST FRAMING ELEMENTS 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 O
DESIGN LIVABI LOAD(PSE) S(N DESIGN DEAD LOAD(PSE)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 I�
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 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:72 PITCH 1/180
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 FACET rI ,r
OVER PARTITION WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) ^.L_
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/160 '/g/.■E
ATTICS WITH FIXED STAIRS
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 INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS 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 fND NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER STUCCO) L/360 a ^
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) 1/240
2-Sd COMMON GUARDS AND HANDRAILS 200
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to ALL OTHER STRUCTURAL MEMBERS L1240
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.2000lbs EXTERIOR WALLS(PLASTER STUCCO) H/360 V)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 v, O
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 END NAIL
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) 1/600 Faaaal
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 NSTAIRS 40
AIL
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 SsA AIL NOTES ROOF GROUND SNOW LOAD 20 11��77
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 TOP PLATE EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) O N
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 PER FACE NAIL
anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all 2-16d COMMON FOOT SEE NOTE:i LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT OINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE CZ
INTERSECTIONS 4-16d COMMONEA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE r"'I
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
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 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
O.C. J
attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD NAIL Yrn•: !`fl'
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"D.C.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 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
HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMONENERGY CALCULATIONS
PER2x6 STUD NAIL 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
FOUNDATION NOTES: Type it exterior shearwails shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL
length adjustment factors in table 3.16.
FLOOR JOIST,BAND JOIST, 2-16dCOMMO FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
i}.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(,)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL
Interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO
" P Y• 20 PSF 130 B SEVERE 3 FT. 17 NONE
3).Provide 1/2 expansion joint material between concrete slabs and abutting JOIST TO: SER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-Eld COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS'
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 E4CH TOE "
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3000 .Concrete to be TO JOIST 2-Bd COMMON 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 meeshsh 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: EkCH TOE INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12"O.C. SEE NOTES:i(BOTH FIELDS)
3-16d COMMON @ @
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP E4CH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces provided with a minimum x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL
8x16 cast iron foundation vent for every 150 sq,ft..oof area. NOTES ♦
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-SdCOMMO PER TOE
7).Dampexterior Of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.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. TO JOIST 3-16d COMMON JOIST I 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,
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: 2.16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 %b
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL "NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. ,..��
Edition Wood FramingConstruction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION � IW
QTY. SPACING 3 Tabulated 4 inch D.C.nails �.�
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. )• pacing assumes sheathing to rafter/truss framing members with G>0.49.For
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL I Sd I AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. z
WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q)
Douglas fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD z Z d'
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAILLo
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION SEE NOTES:1,3(BOTH FIELDS) r 0)
8 $ QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O. . fid COMMON @ 12"O.C. W
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD J 0 N
4).Unless otherwise noted,ail bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS .J
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . Sd COMMON @ 12"O.C. SEE NOTE:3 _A O O L6
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. ("
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING:
openings between 41 and GO and 2x6 wall openings between 5'11 and 89.Provide fire 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL N� 4 Z m
and blocking where applicable. to girder(,). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O
$ PP QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 39 r^ O
5).All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS 8d COMMO WFCM-SBC 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall �// co
anchors where applicable to all connecting joists. PLUMBING NOTES be used. U) (L O
7/16"OSB 6d COMMON3"O.C.EDGE W co
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 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 stud framing members with
Floors to have ceramic sire installed shall be verified for proper load capacity unless noted 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 iasis. 5d COOLERS O
P WALLBOARD 10"O.0.FIELD
7).Provide 2-i-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. FLOOR SHEATHING: 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8.Dormers rennin u roof rafters are to be supported double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION
$ p pp by QTY. SPACING 1).PROVIDE 518"TYPE-X SHEETROCK FIRE STOPPING AT Ido 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 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL i-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES i"OR LESS 8d COMMO 12"O.C.FIELD IN. 4" IFr.LL 2ND.FLOOR) O
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN. S SILL-AFF
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED
requirements. NOTE: Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking and to form an effective fire barrier between stories,and between a top story and the roof space.
$as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking,hail be provided in wood-frame construction in the following locations.
needed. 2).HVAC subcontractor is to full coordinate all EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
y system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spans of stud walls and partitions.Including furred spaces,at the telling and floor
equipment supplier. levels.Concealed horizontal fumed spaces shall also be flreblocked at Intervals not exceeding 10
11),Unless Otherwise noted,all roofs and walls o have a minimum 1/2"thick,oder Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblmking In walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: siting parallel rows of studs or staggered studs. p ■
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 DRAWN BY J F
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 soft, ■
shear capacities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop callings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: P $ q REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
1).All electrical t0 be Installed a5 per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stabs shall comply with current N.Y.S.Residential Code.
DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 11/28/2021 i i
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 /"�O/"�O2 floor level,to resist the free passage of 1 1 L Q G 1
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 connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
members,the tabulated number of nails shall be ermitt� ) g chimneys and fireplaces,as required by current N.Y.S.Residential Code.
to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5.For the flreblockln of chim �/�
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SURFLOOR,IS COMPLETE. SCALE: SEE PLAN
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
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. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
SHEET NO:
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