HomeMy WebLinkAbout31009-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31889
Date: 10/03/06
THIS CERTIFIES that the building
NEW DWELLING
Location of Property: 2330 WELLS
(HOUSE NO.)
County Tax Map No. 473889 Section 70
AVE
(STREET)
Block 3
SOUTHOLD
(HAMLET)
22.12
Lot
SUbclivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
MARCH 11, 2005 pursuant to which
Building pennit No. 31009-Z
dated
MARCH 18, 2005
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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED FRONT PORCH AND
REAR WOOD DECKS AS APPLIED FOR.
The certificate is issued to GENDOT HOMES
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL R10-04-0099
08/29/06
ELECTRICAL CERTIFICATE NO.
6517
07/24/06
PLUMBERS CERTIFICATION DATED
09/05/06 HI-TECH PLUMBING&HEATING
Rev. 1/81
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, Form No. , r~l II "'~ R 'n'-; - '-.-.
TOWN OF SOUl'BOLD ,: '1 ! ~_.l")J\ u ,'[' If' i '.
BUILDIN:G DEP.un'MENT ! n\ : '--, , ) " i
. ~,,::" t L SCP I 4 JlJ6 ':
~ APPLICATION FOR CERTIFICATE OF OCCUPANCY TOt', ~ IF:? ""C-I j
." OUT,J.--.L' ')
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This application must be filled in by typewriter or ink and sub~tted to the Buildina,Departmcnt with the foUowin&:
,
, .
~ For new bufJcUng or new use: , ' .. ,~
~ 1. Final aumI)' of propel, erty with accUrate location\of aU bulldinp, ptOpCI1y linea, streeta, and unusual natura1 or
topographic featunl8. .
2. Final Approval from Health Dept. of-water supply and aewcnp-diJpoaaJ (S-9 t'onn). . , .
3. Approval ot'.electrical instaUati9D from Board of Fire Undcrwritcn.
. 14. Swam itP.... fi'om plumber ~ that the IO~ uae4 in.,.. OOllt_i"ol.. UIIa 2/10 of 1% lcaIl.
S. Commc:roiIl bulldiDg. induttriel bulldin& multiple reaidcQcos and limilar b1\11~1\. aacI~, a cenificate
ot' Code Compliance from _teet or ~"eer responsible for the building.
6. Submit PI_""i"g aoard Approval of comPleted lite plan requJriments. . '
.
B. For mltlng bullcUnp (prior to April 9, 1957) non-conformJng UIU, or bullcUnp and ~I" land uses:
I. Accurate survey of property showing aU ptOpCI1y linea, Itreeta, bullding and unusual'llatUral or topoaraplUc
features.
2. A properly completed application and consent to inspect liped by the applicant. If a Certifieate of Occupancy il
denied, the Building Inspector shallltate the _ons therefor in writiqto the applicant.
C. Feel
1. Certificate of Occupancy - New dwellu11! 52~ 00 Additions to dwelling 525.00, Altoratiom to dw.waa 525.00,
Swimming pool $25.00, Acceasory building $25.00, Additions to acceasory bulldins$1$.OO, Bvsinesles $50.00.
2. Certificate of Occupancy on Pre.existiq Building - $100.00 '
3. Copy of Certificate of Occupancy -" $25.00.
4. Updated Certificate of Occupancy. $59'.00
S. Temporary Certificate of Occupancy, . Residential $IS.00, Commercial $IS.00
Date.
/' Old or Pre-exilting Building: .' (check one)
Location of Property: .9-33D (J.tl/f::. hi.- $?/')u+hn/ d.
House No. :, ' " Street
Owner or Owners of Property: x:; t"" ....J1~ T t/;-> rYl ~~
,
SUffoIkCounty~MapNoiooo,:Sec!ion, ' O~!J? " Block '()tVJ? Lot{)~;)...,I2-
Subdivision~Onl D'~veJDPIfJP,_ ?O~FiledMap. . ' Lot: /2-
Permit No. -3J 00 q , Date of Permit. 3/" jQ~ Applicant: Gp_r a. / r/ SIInQYlP
, " Health Dept. Approval: Underwriters Ap'p~va1: " , '
q/<;-.Io~
f .
New Construction:
Hamid
Planning Board Approval:
Request for: Temporary Certificate
---
Fee Submitted: $ ;J ~ lOO
Final Certificate:
/ .(checkone)
$.
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· '\j Co ~'3IB~~
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FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
31009 Z
Date MARCH
18, 2005
Permission is hereby granted to:
GENDOT HOMES
PO BOX 534
WADING RIVER,NY 11792
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED THREE
CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR
at premises located at
2330 WELLS AVE
SOUTHOLD
County Tax Map No. 473889 Section 070
Block 0003
Lot No. 022.012
pursuant to application dated MARCH
11, 2005 and approved by the
Building Inspector to expire on SEPTEMBER 18, 2006.
Fee $
1,997.10
A7;;A'-"~ (!~J- _.:.
I Authorized Signature
ORIGINAL
Rev. 5/8/02
Nassau Suffolk Electrical Inspections, Inc.
5A Canal Street + Center Moriches, New York 11934 + Tel: 631-878--3500 + Fax: 631-878-3764
Application: 6517
Date: 7 /24/06
Issued to: GENDOT HOMES
Address: Lot#12 Wells Rd
Village: Southold
Introduced By:: M&B Electric
License#:38879-ME
was examined and approved up to the above date and was in compliance with the NEC
AtIic[EJ
1st Aoor[EJ
2nd fIoor[EJ
Residential [EJ
Conm:1rdaI
Pool
HeX Tub
Del Qnge
Pdcition
[Jas: IJeld[EJ
~ -Smoke
Switches Receptacles Fixtures G.F.1. Range Hood Detectors
44 56 34 8 7
Fans Dishwasher Washer/Am ps Dryer/Amps Oven Carbon
Range/Amps Monoxide
1-Ex Bath 1 1
Furnace Oil Gas Heat Zones Whirlpool Bell
Transformers
yes 2
Meter . Amps Phase Motors
DOA OH
ther Equipment:
ut Res
.JYa&Wffi~~!Tnsp-Vw_ &>
.'9~ ~
This certificate must not be altered
in any manner
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FROM: SOUTHJLD TIJ.JN f'I..i't'lNlt-(j BrnRD FAX I'D. :631765 3136
Ma~. 182001 02:19PM Pi
Town Hal~ 630115 M.Jn Roocl
. P. 0.. Box 11711
SOU1hold, New VOII( 111171
Fax (516) 765-1823
hlephone (516) 765.1802
OFFICE OF THE BUILDING INSPECTOR
.
TOWN OF SOUTHOLD
CERTIFICATION
DATE I q ~\ b(P
Suilding'
OWner I
HI.TECH PLUMBING & HEATING ENTlNQ.
700 MAIN RD. , " .
~ .... l'f\~~ RlVEAHEAD,NY 11901
~J,~mb~r:;_ (p~~~~in,f.)>~w ....;,,,..~.. 831.722-8618
I certify, that the solder used in the water supply system
contains less than 2/10 of ~, lead.
.,~
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Sworn to betore me this
.
.5 day of
Notary P~bl~~j
se.p;-
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County.
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TOWN OF SOUTHOlD BUilDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PlBG.
[ ] FOUNDATION 2ND [] I.!!JULATION
[ ] FRAMING I STRAPPING [.-iFINAl
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
'"-
DATE
INSPECTOR /
I
3IDO~ Z-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND ~INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~~ ~
,S;L 0 Ie -t.a--
~/
~4
~//Ok: l'
DATE
9--7/05"
INSPECTOR .?-r.~
31 DOer z.
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND ~ INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
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REMARKS: r/^ f: ~ LK ~
~~~
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) () /l!t>/ c::2o V EX! ,
DATE ~ -30 -oS-
INSPECTOR ~ ~
3 I 001 7-
TOWN OF SOUTH OLD BUilDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST !?iROUGH PlBG. Ii "
[ ] FOUNDATION 2ND [] INSULATION
K.e ~ [)4 FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
g- .- ')..Lf -t)~ ~, . a ;1/1,
DATE INSPECTOR ./ ~./~
3/ co, Z
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST p< ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
M FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
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DATE 'l- 'f - oS-
INSPECTOR ~ ~
f;w j{J1)-r;- /NSt.f L~ve:
~(OOI t:
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
Ji/J~ [] YOUNDATION 2ND [] INSULATION
~J [1 FRAMING [ ] FINAL
~ [ ] RREPlACE ~ CHIMNEY [ ] FIRE SAFETY.'NSPECTION
[REMARKS. J* L~ < J,fUpi-J,')
DATE rllo{O(
INSPECTOR
3100/1:"'
765.1802
BUILDING DEPT.
INSPECTION
[ ] ~DATION 1ST [
[ v(FOUNDATION 2ND [
[ ] FRAMING [
[ ] FIREPLACE & CHIMNEY [
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
REMARKS:
l~~
~.
DATE S 1;;0 (to ,5'"
I !
INSPECTOR
3/00{ Z
765.1802
BUILDING DEPT.
INSPECTION
~ FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
RE
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DATE 5-!V-O> INSPECTOR ~r~
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FIELD INSPECTION REPORT
FOUNDATION (2ND)
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DATE COMMENTS \)J
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FOUNDATION (1ST)
ROUGH FRAMING &
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
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FINAL
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OWN O.F SOUTHOLD'
U1LBINGl)EPARTMENT
OWN HALL p-' - ..
:>UTHOLD, NY 11971
EL: (631) 765:-1802 ..
AX: (631) 765:-9502
ww,northforIdiet/Southoldl.
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xamined
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L:Oi:':i 'an(~j\itlr)r'.., , ;" '.-'l~"-'ll::, Ii: ,. ,-.,'
>AP.PLlCATION FOR BUILDING PERMIT
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a. This application MUST be completely, f.i!led in by typewriter or in i!J!c. and submitted to the BuilWng Insp~r.~ith 3.
sets of plans, accurate plotpllin to llciile:.Feeaccoiding toscliedUle.' .P'" .... . .. '-'-
b. Plot plan showing location oflot and ofbuilding~. o{l pr.en1i.se~, ,relatipnship to adjoining pri:mis~)?~HUblic ~treets or
areas,andwaterways;'" ........ p' _w.......... ,...,.... ", ,. '. ., .." '''. . . ............._...,.,J.., . "..... .'
c. The work covered by this applicationIJlaY not be commenced before issuance of Building Permit. ... .....'
d. Upon approval of this application, the Building Inspector will issut a Building Pernrlt to the 'appliCant:' Such a pmt .
sbal1 be kept on the premises available for inspecnol1 throughout the work. .
e. No building shall be occupied or used 'in whole or in part for any purpose wiult so evenintil the Building Inspector
issues a Certificate of Occupancy,
f. Every building periIiit shall expire if the: work authoriZed has not commenced within 12uionths after .the date of '
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regUlations affecting the
property have been enacted in, .theinterim, the Building Inspegt9~ipllly authorize, in writing, the. extepsionof"the permit fOr an . f :
addition six months. ThereaftC11', a.new permit sbiillbe re<iUfrQ4..:.i)!,i;,...... ),.,;)(ji:~l'<. '1(, '".,'. ."
APPLICATION IS HEREBY MADE to the Building.pCJl~en'f for the i.ssUance of a Building,p'~~t llJ.U:SlWlJ to .the
Building Zone Ordinance of Southold, Suffolk County; New York,' and other applicilbli;I;aws, OrdinAnt'.eB or
Re~ations, for n of!> ~, addi~~pqs!,~r, ,",!W~l~~ I?,r fQ~ ~.~Y,8;l,Of deIIl:~WOll ,~.h~~ d~,cribed. ~e
applicant agrees t a liCl\ble, I~ws, or~~~~\ ~Wldiiig'\lode, }.l~usmg de, and re~tions, ,and to admit
authorized inspect ~ pr~ses a:.; building,~o;necessazl~p~f~?r~.';; I;;";:,' . . ..::",: .;::,,';,; , ,Iii:.!,
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o ~pplieant or name, if a corporation)
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.' ,', ..'(Mailingaddress,ofapplicant)'I:
State whether app
ee, agent, architect, engineer, general contractor, electrician; plumber or builder
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. (Name and title of corporate officer)
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Builders.License~o"J 9'1/ /, '." '.. pc.,,! .,;,' "
Plumbers License No. ~p ,t" .'j
Electricians License No. if 3,,4 F;
Other Trade's License No.
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1. Location ofland on which pr9posed work will be. done:
LnT t:t=. 12 Wt:Us Po. .
House Number '. ' Street
:;) 33D
~"e/
Hamlet
~
Lot 1>/022 ../
Lot I'?
,
County Tax Map No. 1000 Section 70. Block ~~
Subdivision ~~(C l)6/~.I.iJ/~"" 1"r(2.P Filed Map'No.
(Name)
~,
'. .: '.~.; ;." l"' . ;'1... ' ',. ",. : .' H.. ;' .'
S tatc exi~ing use and occupancy of premises and intended use and occupancy.of proposed co~truc~on:
a;~ Existing use and occupancy I/frr 4.'1' LlTNb
b, Intended use and occupancy S 11../f:;L c' r,41 /Y/ I L Y 'K'€SJ DEMcE.
Nl\ture'ofwork (check which'applicable):NewBuilding ~" Addition Alteration
Repair Removal ""Demolition"... Other Work
(Description)
Estimated Cost
-
(To be paid on filing this application)
Number of dwelling units on each floor
r4 7TA6lrEo
Fee
If dwelling, number of dwelling units
If garage, number of cars . ~ a:J1?
If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Dimensions of existing structures, if any: ~ront Rear
Height Number of Stories,; ',"" '"
Dimensions of same structure with alterations' or additions: Front Rear
Depth ; Helghil..\',W.iii,i',1 ~JO"'. /",." Number of StorieS"
Depth
Dimensions of entire new construction: Front 7 .3 / Rear /:, 7 I
Height :.~() / . Number of Stones' ,;.\ ~ l
Depth 39/
Size ofIol: Front
Rear ;., 'J2.k:;,/> :. , Depth ,-&7(") If
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5. Provide survey, to scale, with accUrate foundation plan and distances to property lines.
7, If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
fATE OF NEW YORK) ,..
55:
:::>UNTYO~,
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(Name of individual si
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)He is the
.
said. owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
It all statements contained in this application are true to the. best of his lmowledge and belief; and that the work will be
rformed in the manner set forth in the application filed therewith.
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MELANIE DOROSKI
liOTARV PUBLlCbState of NewM
No, 010 4634870
Oualified in Suffolk County )-'(\I'\{)"
CommIsSion Expires September ,3D.~
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WAT[R A ~ (1\0' /'
DlIIl1_ _.. MAIN 1 ~P. .a\eJ-- ~)
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WELLS ROAD -1~
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;jlNCI~E II'A.~nL'Y kUf,SffiBNCE OriLY
ATE ~b/I t/ HS ELF. NO. i. . 0'1. bO
APPROVllD
R MAXIMUM OF J{. EEDROOMS
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JOB No. 01 817 F1I.E No. PECONIC DE'JEL CORP.
SUtwElED FOR
lDT NUIIIIIER 12
IiW' OF PECONIC DE.VEUlPIlIENT CORP. liT SOlmIOlD
SlT\JllTED liT SOUTHOI.D
TOWN OF SOUTHOI.D - SUf1'OU( COUNTY N.Y.
SCALE 1" - SO' DIllE 12-20-2001
FllED IiW' No. DIllE
Till( lW' No. (lIEF 011..'" 1000-7D-J-P/022 DI!IK!IOO
HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
1188 WADING R1VER-lMNOR RD. WADING Rl\fER,
NEW YORK, 11782 .
831-828-4885
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~1C. No. 0..8992
PENN. LIC. No. 21fi-E
/
LOT HUWSER 7
166.56'
LOT NUMBER .. ~
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5-27-2005 FOUNDAllON LOCATION
JOB No. 01-617 FlLE No. PECONIC OEVEL CORP.
SURVEYED FOR
LOT NUMBER 12
MAP OF PECONIC DEVELOPMENT CORP. AT SOUTHOLD
SITlJATED AT SOUTHOlD
TOWN OF SOUTHOlD - SUFFOLK COUNlY N.Y.
SCAlE 1" = SO' DATE 12-20-2001
FllED MAP No. DATE
TAX MAP No. (REF ONLY) 1000-70-3-22.12 DISK 500
HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
1866 WADING RIVER-......NOR RD. WADING RIVER.
NEW YORK. 11792
631-929-4695
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AlE No. PECONIC llEWl.. CORP.
SUR\IE'tED FOR
LOT NUI&R 12
IIW' OF PECONIC DE'</ElOPlIllEN CORP. AT !lClU1HOl.D
5ll\JATED AT SOUlliOlD
TOWN OF SOUlliOlD - SUFFOlJ( COUNIY N.Y.
SCALE ,. - so' ~TE 12-20-2001
FllED IIW' NIl. ~TE
TAX IIW' No. (IlEf ONLY) l000-7G-3-P/022 IlISI( 500
HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
1181 WADING IWER-lMNOR RO. WADING RlIfER.
NEW YORK, 11782
eJ 1-'29-4885
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NOTE: CESSPOOL, SEPTIC TANK &: WATER
SERVICE LOCATIONS BY OTHERS.
N 36"53'40"W
LOT NUMBER J
THE: 0FnETS (OR DIMENIION!) ..... HEJIEDN F'AOW THE STRUCnH!I TO THE
f"RDf"ERT'( IJNE1J ME. FOR A Sf"ECIFIC P\IPOIE AND USE /IIIIJ THE:IUfORE /lIfE. NOT
NTENDED 10 GUIlE THE ERBmON Of FBUS. IE1'AINtIQ MJ..S. POOlS. PAnos.
f"l..ANl'1tC NfEM. ADOrTK>>I TO aJlt..l>>fQS OR lit( emu ODNSI1lUC11ON.
L.IfrUiIl.I1HOR Al..1"EMATlDN OR .MDT1ON TO 1lIlI aJR'<<Y IS A VIOlAllON Of SECT10N
7201 Of lHE NEW YORK STATE EDUQA.11DN lAW.
rawwmES IGCATm HEXlN StWJ. RUN ONLY TD THE PERION FOR WHDW mE:
~ IS PMPNED. NI) ON ... IDWF TO THE: nn.E COfIIIWl'(. lXMINENTAI..
ItIEHC'f AND I..DI)IrIQ IHSfI1\I1'IDN usrm HEREON. NID TO 1HE A8QtiUS Of' n1E:
l.DIDING INITTT\mCIH. auNWrmES N/IiE. NOT ~ TO ADDI1lOfW. INSlTTUl10NS
ORSUIIIEllllENTOIINOlS.
caPlES Of l1G SINEY IMP NOT IEMINQ lttE I.AND SUIW'E"I'OR's INKED SF.AL OR
EMIICISSED SEAL stW.J.. NOT lIE C;ON!IClEJED TO !IE A WJD l'RlE CClP"r.
CERTIFIED ONLY TO:
MICHAEL LUPIA
DONNA LUPIA
JP MORGAN CHASE BANK, N.A.
ACTION ABSTRACT INC.
FIDELITY NATIONAL TITLE INSURANCE COMPANY
TITLE(.O: AA-0005~6. ~
(Q.....,J.J r- i..-. t-...'
L N. . IC. No. 048992
HA ROLD F. T RA NCHON JR. PENN. lIC. No. 2115-E
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LOT NUMBf:R 7
166.56'
LOT NUIlBER 4 "'-...
8-28-2006 REVISE WiliR SERV LOCATION
6- 26- 2006 FINAL SURVEY
5-27-2005 FOUNDATION LOCATION
JOB No. 01-617
FILE No. PECONIC DEVEl. CORP.
SURVlEYED FOR MICHAEL 8 DONNA LUPIA
LOT NUMBER 12
MAP OF PECONIC DEVELOPMENT CORP. AT SOUTHOLD
SITUATED AT SOUTHOLD
TOWN OF SOUTH OLD - SUFFOLK COUNTY N.Y.
SCALE 1. = 50'
FILED MAP No.
DATE 12-20-2001
DATE
TAX MAP No. (REF ONLY) 1000-7D-3-22.12
DISK 500
HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
1866 WADING RIVER-MANOR RD. WADING RIVER,
NEW YORK, 11792
631-929-4695
~ .
WHITE 1X2 ON 1X8 FASCIA
ON flYING GABlES
VINYL SIDING. "CEDAR
IMPRESSIONS-
nOOP ZQKE ~ . "46"
CoMPL.'f yvrTH cHAPTER
FLOOD \).ANlAGE ~~TION
I GENERAL NOTES I
1.THE ARCHlTECTS CERTlFICATION APPUES ON!. Y TO OEMONSlRATlNG THE DESIGNS
CONFORMANCE TO THE BUILD1NG CODE OF THE STATE OF PEW YORK
2. AU. MATERIALS, A88EMBUES. CONSTRUCTION NKJ EQUIPMENT 18 TO BE IN ACCORD..6HCE
WITH THE BUILDING CODE OF T1iE STATE OF NEW YORK AND MANUFACTURf:RS INS"mUCTIONS.
3. VERIFY AU. DIMENSIONS BEFORE AND DURING CONSTRUCTION. NOTIFY ARCHITECT OF
DISCREPANCIES. 00 NOT SCALE ORAWINGS.
4. DEVIATION FROM THESE f>I.N46, UNAUTHORlZEO DUPLICATION OR REUse WILL NEGATE
ARCHITECTS ~T1FICAT1ON AHD IS A VIOLATION OF NYS LAW. DRAWINGS ARE THE COPYRiGHt
OF T1-E ARCIfTECT
I I PLUM81NG
'= = = = = = ::I: = = = = = ::::j ~ I I I I I I I IALL PLUtvl, I I .. STE I I DO NOT PROCEED WITH
I I I I I I I I I l&wrCC 1'1'f-':D d I FRAMINGUNTILSL!>lVEY
I I I I I I I I 1EfTING ,,-, ~r T ~ ~ . t:.RIN I pF FOUNDATION LO~~ TI
. _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ - - - - -:- - - - - - HAS BEEN APPRO. _D.
,~-------------------------_...........
APPROVED AS N
DATE: 3/18 /5 B.P.,31
FEE:f"1"l7./0 BY:
NOTIFY BUILDING DEPAR ENT AT BUilDING AREAS: SOFT
765.1802 8 AM TO 4 PM ,R THE FIRST FLOOR LIVING 2,395
FOllOWING INSPECTIONS: SECOND FLOOR LIVING 1,075
1. FOUNDATION - TWO RE TOTAL LIVING AREA 3,470
FOR POURED CONCR OPEN TO BELOW 175
2. ROUGH . FRAMING & P UMBIN~ GARAGE AR IF/CA TI N
3 INSULATION - COVERED PO
4' FINAL _ CONSTRUCTIO MUST NT BE1=< RE
. BE COMPLETE FOR C. CERTlFICA TE OF OCCUP NCY
ALL CONnRUCTION SH l MEET ..:.::.":.":::.=-'"~ WAf! R
REQUIREMENTS OFTHEC DESOF.....:-...=.:::'.:.~~~. CA ,..
YORK STATE. NOT RESP NSIBlE ~::""::...'W~~'" .,
DESIGN OR CONSTRUCTI N ERRORS. EXCEED 2/10 OF 1% D.
ARCHITECTURAL ASPHAL TI
FIBERGLASS ROOFING SHINGlES
12
101
[]JD []JD
~~
~
II
II
II
[ FRONT ELEVATION I
"
t') :7,'1 ""1
i. ' .I- ~ 1
l[)..... ,-') I
") '1;7 1"/
\' \ J /1
Z" "fl'
? 1
~J
12
41
8
E3E3
12
8,251
[D1rocb
UP
USE IS GNLA
WITHOU
OF JCc
8
8
E3
STeP FOOTINGS
300eGMAX
1.1
II
II
SHALL
NTS OF T
RKSTATE.
5. THE ARCHITECT IS NOT RE8PON8lBLE FOR THE DISCOVERY, Pll:ESENCE, PREVENTION,
REMOVAL OR HANDUNGOF ASBESTOS. HAZARDOUS MATERIALS, GASSES. FUMES, MOLD AND 0
"'UlEW
ee ARCHITECT ASSUMES NO RESPONSIBiliTY FOR CONSTRUCTION, MEANS METl-tOOS,
CI+IIQUES, SEQUENCES. PROCSDUAES OR 8.'FETY PRECAUT1ON8 MID PROGRAM IN
CllON WITH THE WORK TK: ARCKTeCT stW.l NOT BE RESPONSIBLE FOR ERRORS OR
OMISSIONS OF THE OWNER, CONTRACTOft OR SlJ8.CON1'RACTORS.
7. THESE ~ ARE OF UMlTED SCOPE N<<J ARE INTENDED FOR USE BY EXPERIENCED
0VI/NERI1ML.DER8 FOR CONSmUCI1ON ON aNPERa PROPERlY WITH FINAl SPECIFICATIONS
SELECTED BY THE. OWNER. THEMCHITECT, NOTcormv.cTEDTO ~Ol. THE
CONSTRUCTION PROCE88 IS NOT RESPONSIBLE FOR Ml8URING THE FINAl. NS CONSTRUCTED
BUILDING AND SITE 18 tN COMPl..INlCE WITH ALL BUILDING CODE&. lOCAL LAM. REQUIREMENTS
OR SUITABILITY FOR A PARTlCIAAR use. Tl-E ARCHITECTS UABlUTY TO OWNER OR I>H'( THIRD
pAAT'( IS fl-ERaOORE UMlTED OM.. Y TO THE FEE PAID FOR 8ERV'CES RENDERED.
8. USE OF THESE DRAWltrG8IIC)lCATE8 BlNJING ACCEPTANCE OF THE ABOVE CONOITl0N8 MID
AAJ: A PART OF THE AGREEMStt WITH THE ARCHI1ECT.
FF,ELEV
R301.2 DESIGN CRITERIA: VALUE
o SNOW LOAD 45 F
BASIC WIND SPE 0 120 MPH
S ICCATAGORY C
WEATHERt SEVERE
FROST LINE DEPTH 3S" MIN.
TERMITE P un' DlHEAVY
DECAY PROBABlUTY MODERATE
E HIELD REQUIRED YES,..---'
FLOOR HAZARDS NfA
DE NUVELOADS PSF DEF.
LEEPI R -40 lI380
EPING ROOMS 30 lJJ80
CKS '"' lJJ80
ATTICS WITH S E 20 LJ2040
ATTICS NO T E 10 LJ2040
AI S 040 l.J3CSO
GUARDSJRAILS ATT
R301.2.1 WIND UMITATIONS:
I DESIGN LOAD5 FOR WINDOWS AND I
DOORS SHOWN SHEET A-4
R301.2. 1.1 WINO DESIGN CRITERIA
TH BUILDlN HAS BEEN DESIGNED
WITH THE FOLLOWING APPROVED
REFERENCE FOR BASIC WIND '
SPEEDS dF 120 MPH AND /4BCNE
(ENClOSED BUILDING): AF&PA ,;
~DFRAMECONSTRUcnON
MANUAL (WFCM .1995
THIS BUILDING IS IN A WIN NE
DEBRIS REGION. GlAZED OPENINGS
ARE REQUIRED TO BE PROTECTED
AS PER THE REQUIREMENTS OF
1809.1.4 & R301.2.1.2. SEE SHEET A-4
II
R301.2.1.4 EXPOSURECATEGQRYS:
NORTH B SOUTH B
EAST B WEST B
DWEllING IN SEISMICCATAGORY C I
EXEMPT FROM SEISMIC PROVISIONS
;jj
t.ric. Nic.o$ia C V
A\l.l.l\ITUT
414 M8ln StrwI,Su"- 203, PortJeff8rlon, N.Y. 11m
Telephone: (e31)928-4458. Fax: (631)928-&.543
Email: .,"'~I lGoptolllne.nel
!..OT 12 ViE!..!..S ROAD
SOUTHOLD, N,Y,
NOTES 4 ELEVATION5-1
Job#:040330
Oate:2125105
A-1
Ray:
",,\
. >
RIDGE VENT
;;;
0[1
110
SF. ELEV
RIDGE VENT
MATCH RIDGE
___ S.2S+-
2'-0" OVER
NEAReST
10'-O"MIN.
EE
12
-,.
..
Fe. ELEV
[ REAR ELEVATION I
DO
B
[LEFT ELEVATION I
D
..
FF.EL.EV
I ELEVATION REFERENCE NOTES I
R325.1 Approved mMI1bere or .cldreuee sheD be provided for .R new building. In such
. poIIlIon.. to be plainly viIIbleand legible frorn the strMtOl'I'OltcI frontingltMl property.
R613.5.1 WIndoW n glass doOr auembIies aM be .nchoreclln IlOOOrdanca with the
published nwnufac::Iutw'l recorrvnend8IIo to achieve the cle8iQn preuure speclfied.
MiJllonI shall be tested by.n approvl!ld IINtIng laboratOry. M.xImum mullion
defIectIon= U175, MlMion8lh81l be capabledmllting.lo8dof1.5tlme1the design
........"""'.
R703.1 The ext8riorwall enveIopt atI8Il be con.~ In such. manner.. to prevent
the llCCUI1luldOn ofwater'Mlhln the MIl ...."bIyby ptOVldlng .wal8r11l111t1vt barril!'
behind the exteriorveneeratreqlked by SecliOn R703.2.
R8OEI.3 vent dear8noe. A minimum of. 1-1nch (25.4 mmjlp80llMl be provided
betWeen the InIUI8tiOn and the roof lheethlng 8th location or aU venti.
R901. RooIaeeernblleslhall be ln8tded In ~wIlhthil cocIeandthe IlppfOYed
manuflc:turer'alnlt8lldon inatruCIIOnl such thIt the roof aaaembIy IhaIIIWlMi 10
protect the buIkIlng oratructure. Flaehlngllhall be In8taIled In 1ud1. manner.. to
prevenl:moIstul1lentel'lngth8_lhroughthejolntllnthecoplng,throughmollture
permubIe 1I\IlIeriaI, at Interuclione wiIt'Iltle roof pI8ne or oIheI" penetrdonI or ehangea
InIlope.RooIcoverlnge8h8llbeappllecllnac:c:ordancewtththeapplicableprovlllon8of
this MCtIOtl and the ITIlInufacturer'.1n1tallalion 1nItruclIOn1. Underlaymentt aIlall
conform wtth ASTM 0 228. Type t. 0( ASTM 0 4869, Type I. Sell-adhering poIyme1'
IY10lIIIed bitumen sheet ~ wtth ABTM 0 1970. AIphaIt "*'DIM ahaIl h8ve
aeIf...... stripe or be InterkJcIdnO, tnd comply wIttl ASTM 0 225 01' 0 8462. F...... for
aepha/t Ihlnglel wi be QIIY.nIzed.., .....1teeI. aklmlnUm or copper rooting
neIII,mlnmum 12 gage ahank with . m1nirrun 3/8-lnCh cliameterhMd, Wher8theroof
IhMthIng is .... tMn 314 Inch ItlIck, the 1eRInerS Ihd penetrIIe throUgh !he
IhealhIng.F........... c:onwwllh ASTM F1e87. AIpha/l: IhIngIes Ihd haVe of six
f88t8n<<1perltmgle. Under18yment......belPPlledl/'inglef8lhlon,panllleltotnd
awtIng from !he lNMl anclllpp<<i 2 lnct1u, 10tened autncIentIy to hold in I*ce. End
__lbeolfMtby8feel. In_wtlerWthe~ternperalur'8in~l.
25d or..... an Ice t.rriertllal: consisIa of a... t\IIIO layen of\.l'ldlNlayrnencemented
togllIherorofallllf..aclher1ngpolyrnermodlfledbilurnllnlheet, IhallbeUMdlnllsuof
I'lOl'Tl'lIlI under1aymentand IIXlenclfromthe ......'. edge to e point at Ieut 2" Inc:hM
i'llIdetheexterlorwalllneofthlbulldlng.. Undertaymentapplledln_atIjtcI:to
hlghwtndlgrealerthln 110mphlhallbe appItd with oorroelon I'MlItanIfaRsners In
~wIIh~.lnItaIlallonNlructlont.F......el1llObeapplecl
aIongtheover1llp not,.,.,... apart thin 38 inchHon center. FIahIng forasphlll
lhinglaa Ih8II comply wtlh \his MCIIOn. Base and cap IIaIhing _II be InstaIed In
accordmcewllh ~.1nItdItion 1nItrucIIonI. BaMtIuhing lII'IIII be Ofeilher
"""~~ ''''melIIofm~I1OfTIOIIO.019-inchthlcknelt.Capflahlnglhd
be comlIIon MIItant met8I or m1rirfUn l'lClIYlNl O.019-1nct1 thicknass. V_1rlIngI
IhllllbeinltdlldlnllCCOl'dMOewtlhllW1ur.ctuI1ll"'lnltlillalionlnstructlonsbefore
applying IhIngles.CIOMd v-'Ieys (v*y c:oveted wIIh 1h1nglN),vaIey Mnlng of one ply of
srnootI'l rtIIlroafIngcomplyingwllh ASTM D 22" Typt It or Type lit m:I at\MIt381nct1es
(91" mrn) wIdI or vaIey lining aIdeIa1bed In 1!IIma 1 and 2 1Ibove'" be
permItted.SpecIaIty undIrIIyment c:omplying wtlh ASTMD 1970 mQ be used In lieu of
the Ilnlng IMtariII.Aalcketorsedcle 11'\I1 belnltlillld on the rIdge.lde ofeny chimney
gru\1Il'thln30 Inchesv.idt. Crlcketorsaddlecoveringllhd be shMtmetal orofthl
same matariaI.. the roof covering. SIdewd fIMIW1g. Ih8II be by the step-tlalhlng
method. 0I:Iw1lMhlng egalnst a verticil front well, II well a. soil stack, vent pipe and
chimney fIMIW1g, .hall be applied 8CIClOftIir1g to asphalt shingle manuf8cturer'. printed
InstnJCliOnI.
I ELEVATION CONSTRUCTION NOTES I
ROOFING: 8 NAlLS PER SHINGLE ASPHALTIFIBERGLASS ROOFING SHINGLES
AND ACCESORIES - SEE CODE NOTES ABOVE.
ALUMINUM GUTTERS AND lEADERS TO SPlASH BlOCKS OR DRAINAGE AS
REQUIRED
TRIM: WHITE ALUMINUM ClAD1NG. RAKE TRIM: 1X2 ON 2X8, SPACE FOR SIDING.
FASCIA: 2X8. CONTINUOUS VENTED VINYL SOFFITS.
SIDING: VINYL SIDING AND ACCESORIES. W1NOOW/DOOR DRIPEDGE, FLASHINGS,
TAPED TYVEK HOUSE WRAP. VINYL SIDING TO CONFORM TO ASTM 03879.
APPROVED U.L USTED FlUE CAP AND COLLER WITH SLOPED STAINLESS STEEL
CHASE CAP.
CHIMINYSIFLUES TO BE 3'..(l" MINIMUM OVER ROOF AND 2'.(1' MINIMUM HIGHER
THAN NEAREST STRUCTURE WITH IN 10'-0". CRICKETS AND FLASHINGS AS
REQUIRED IN R808.
m1 E.ric. Nic.o$ia
A(l.l.IUTU-T
"1"~nStrHt,Sult.203, portJdarson, N.Y. 11m
Telephone: (631)928-4458. Fu; (631) 92&-9543
ErmlII;.rcI1ItectOoPtonline.ne1
LOT 12 Y'lELLS R.OAD
SOUTHOLD, N.Y.
NOTES 4 ELEYATION5-2
Job#: 040330 I Scale: 1/8"=1'-0" IA-2
Date: 2/25105 I By: E.N. I Rev: I
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MoUNTBliRNER ON.
1$" HIGH CONCRETE
BLOCK PLATFORM
V,L USTED BOlLER Wffii HOT
WATER STORAGE..celUNG
PROTECTION IN CONFORMANCE
WITHU,LL1STING
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17-2"
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<f' THICK 3,000 PSI AlR ENTRAINED P.C
SlAB ON SAND BASE OR SUBGft6DE
WITH 6X8 10110 WELED WIRE MESH,
PrTCH SLAB TO OVERHEAD DOORS
11'-4-
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6'.0"
(2) 5/8" GN.V BOl.TSJNUT&WA.SHERS THRU GIRDERS
& 4X4 PPT POST ON 12" "'IN.DIA. P.C. FOO11NGS WITH
PM POST BASe AND 1U ANCHOR BOLT
JOIST H.'.NGER TO PP'T LEDGER BOLTED TO RIM
BOAAOWITH 112" 01.... GALV, LAG BOLTS &
W,,","".O.C. STAGGERVER~
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'-k--",-~
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~'X18"WIDECONTlNUOUS KEVEOPC FOOTINGS ON
I ASSUMED SOILS-SEE NOTES
I 1'-0" 8'-8" ~1'..Q"
~ IT ~ =-=t1, GJ.J..V AREAWAYS
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518" ANCHOR
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(21::::.::L:::ON I I I ~~I I I I II I
/~OlASTEELCOLUMNON III III It!
2'4'X2'-C"X1-O"PC FOOTINGS
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1 R.30 INSUL. I
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BASEMENT
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-::: BOARD WITH 112" OI"-GALV.LAG8OlTS& 8
~ I WMHERS 16" Q,C, STAGGER VERTICAl. ~
~ ~ ~ ~
'-10" 1" i. 5'-4" 1'4' en-4 1'..()" 6'-2" 1'..()" 8'-2" "..()" 6'-2" 1'..()" It 6'-2" ".0"
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18'-4" 11'-4- 21....()"
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ANCHOR BOLTS TO BE I
ENDS OR SPUCES I 3" CENTERUNEAT
~ ~ INTERIOR80LTS;>
'r BAND
{" ~~r l!r-S
~SILL
SLOTED SQUARE
I WASHER
2" ~ I ,,-~TOBOLT
<l~ CENTERUNE
'----: TO CORNER
BOLT EDGE
'-'>J...J ~ FOUNDATION WALL
I R403,1X CORNER BOLTS
~~ED A~C~
,,~ ~C N1C06'L /~
'1$ <<;; '9 Cl
ct :..\
* .. *
I..,
\
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518" ASTM 307 GRACE 80
THREADED L ANCHOR BOLTS
AT 48" O.C. WITH NUTS AND
3"X3" X 1/2" SLOTED SQUARE
WASHERS (SIMPSON LBPS112. ----.J
-===-
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I R403,11 5/8" ANCHOR BOLT 48" O,C.
I FOUNDATION NOTES: I
R323.1 In area. luI:I;ecI to decly damege 8fld 8U wood In contact with the ground shall
require the use of approved pnlUlA preeervativeIy treIted Of decay-re.lltant lumber.
R324.3.1 Treat cut enda, notcheI&drlled IxlIH Inacc::ord8ncllwllhAWPA R324
SUbterranean termite oontroL TermII8lhie1d1, Pressure preaervetlveIy _led wood In
lK:COl'd8nce with the AWPA atandarcIs end ortennlte-l'Hiltant wood. Chemic8l8011
tntatrn.m rTIIy a110 be nuaaury depending on 8It8 conditions.
R401.3 Drain8ge. Surfac:enngelhllll bediver18dtodrywelll orotherapproved point
ofcollec:tlonnottoautea hIzerd.l.QtIlhall be graded 10 "to dr8in wetar away from
foundation wall.. minmumof81nct1e1wltt*1 thtftrat 10 feet orawales shiH be
provided to ensure drlilnage.-y from the etructure.
R401.4.1 Geotechnlc8levlllu8tlon. In Heu of a complete gulachlliclll evlludon. the
Ioad-bNrlng vaIuU In Table R401.4.1 have been assumed. Cotnprenlble or shltting,
lOb shaH be removeclln confonnence with R401.4.2
ASSUMED SOIL BEARING OF 2.000 POUNDS PER SQUARE FOOT APPUES TO
THE FOLLOWING CLASSES OF SOIL MATERIAL ONL Y:GW,GP,SW,SP.SC,GM,GC.
NOTIFY ARCHITECT IF SITE CONomONS VARY FROM ASSUMED CONDITION.
R402,2 Corlcret8. Mater\818 UMd to produce conaete and teeting thtreol'......1 comply
with the app/lcable atanderda lilted In ACI 318 or ASTM C 1157. Relnfordng steel and
installlllon to be In conformance with Atl 318. Anchor boItIi to be lnconrormance with
ASTM 307.
MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,000 PSI 0 28 DAYS.
CONCRETE AT BASEMENT FOUNDATION WAllS,EXTERIOR WALLS,
PORCHS,STEPS AND GARAGE SlABS IS TO BE AIR ENTRAINEO.IN
CONFORMANCE WITH AC1318. NOMINAL SLUMP: WALLS 8, SlABS 5.
R403 ConcreIe FootInge shall tNIlUppOrteclon W1dIsturbed netlnIlOIIl. AII~or
foOtingl 8hIiI1 be pIaoed at \eat 3'...()" minimum belOw QI*Se. The top IUrface of footIngl
IhaIItNlleveI. Ct\angeIlnelevatlonland8jacentlloperequlrementslh8lltN1ln
conformance with R403.
R404.1Conae1e FOlI'1datlon W. shall tit conllructed al HI: forth In section R404 and
ACl318. BackIIIlhalnotbe pl8cedagMmthe...lI'1II thllWIII1\al1Ulllcient1lrength
and has been anchcnd to the IIoOr above, or hili been IUfI\cIentIy Inoed to prevent
damage by the bKldII. SUch Inl::*1g II not I'tlqUlredfOrwa/llsupporting ....lhan4fMt
of unbaIInced blCkIIII. R405.1 Foundation DraInage. A dr8Inagll system II not requlrlld
when lhefoundmlon Ialnltalled onwel-dr8inlld gl'Olrld orsandgr8Yel mixture IOiII
ec<:ordk\gto the UnIIIedSolIClaall'tcallon S)'IIllm, Group I Sob. asdlltlllled In Table
R405.1. QlherlOlllrequlre requlreclr1llnlln c:onI'otmanl>>wlIh R 405.1 around all
conaete or muonry fOundallonl that retain earth and encIoH habitable or U18blt
spaculocatedbelowgrade.
R408.1 FOlJl'1dlItIondampprooftng. ExollptM1ere required to be MItelp'oot'ed by SectIon
R408.1&2, founcIatiOn waIII that retain M1h and enctoee hlbil8b111 or usabIII apaoes
located below grade shllll be danpproofIId from thll top oflhe footing tobnnllhed
gradllby applying one ofb IIeted dIImpprooling orW8le.p,ooft,lQ materIIIIIllated In
SectIon R408.1n _where a ~wn.rtablrtorothllr aIIYIIl'IIaolI-waterconclltionl
IIf'll known to exiIIt, exterIorfoundallonwallsthllt I'lltIlIn Nl'1hand enc::IOIIII hIIbItabIe or
usablellpllOllSlocIItedbelowgnldtshllllbeWlltllrproofeduperR406,2
R407 SIllllI ooIumnaAH MIION (InIlde and outaIde) of IlllllI coIumnslhllU be ~ a
1hop00000ofrust-inhlbltivepalnt,axcaptfot~andC08tlldItlllll.
Appnwed manufIK:tl.nd corroeIorH'8IiI 00Iltlld ItllIII ooIumlll wIItI top bllliIrtng plate
shllllbeboltedtolher;rderand the bottom wIItIany adJullablethreIIdlonbear1ngplate
embedlldln thllooncretallllb.
as MIN. WIDTH FOR TRIPLE
(PLY LVL GIROER - SEE PLAN
~. 3" DECK POCKET
:c 61fl"DEEP
~~ ~ LVL POCKET
:;; ~ ~;;; 101/2"DEEP
~ AIR SPACE
3" MINIMUM BEARING
"
~
;:
3
STEEL OR SOLID
SLATE SHIMS
R502,6 BP2 TWO PLY BEAM POCKET
BP3 THREE PLY BEAM POCKET
a f.riG NiGo&ia
A\Z.l.I\ITU. T
414M81nStreel.SulIe203,PortJet9lNson,N.Y.11m
Telephone: (631) Q28-4458. Fu: (831) 928-9543
EiMII:_..J~1 CD, 1 .Inll.net
LOT 12 Y'lELL5 ROAD
SOUTHOLD, N.Y.
FOUNDATION Pl..AN
Job#:040330 I Scale: 1/8"=1'-0" ~A-9
Date: 2/25105 I By: E.N. T Rev:
.
LIST OF ABBREVIATIONS
APPROX. APPROXIMATE
APA AMERICAN PLYWOOD ASSOCIATION
BP BEAM POCKET
CO CARBON MONOXIDE DETECTOR
C.M.U. CEMENT MASONRY UNITS
DP DESIGN PRESSURE RATING
FJ,CJ,RR FLOOR JOIST,CEILING JOIST, ROOF RAFTER
PC POURED CONCRETE
PPT PRESSURE PERSERVATlVE TREATED
U.L UNDERWRITERS LABORATORY
O. ON CENTER SPACING
TYP TYPICAL
50 INTERCONNECTED SMOKE. DETECTOR
.. PlUS OR MINUS
6'..0"
~
"
N
wlt<>OW,m,L
HEAO HEIGHT.
1YPICALFIRST
,eo,,,
SOUD METAL CLOTHS ORYER
EXHAUSTOUCTTO EXTERIOR WlTH
DAMPER. INSTALLED IN
CONFORMANCEWml Rl501 AND
w.NUFACTtJRER'SINSTALlATION
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18'-0"
6'.0"
6'-0"
~3056
OrTI\ I 31'56 ~
2.2It10~2'2X1a
16" HEMTH
=<10
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2X4 CT 48" a.c.
2XBCJ1S"O.C.12'CEtUNG
STRONGe.I.CK AND STRAP TO RIDGE
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DEN
9' PLATE HEfGHT. 12' CEILING
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2'..e"WIDE."~/ '.0
HOURUL
l.ABELEOSfLF
ClOSING FIRE
000Il
i
5'-0"[ 4"
PC
STEPS_
"
RAtllNG
10'..()"+
5/8" TYPE X GYPSUM BOARD ON WAL.l.S,
CEILING AND SEAMS WITH 1r.2" TYP." ,/
GYPSUM BOARD ON INSIDE FACE OF
HOUSE WALL ADJOINING GARAGE
/
9'PLATEHEIGHT
GARAGE
I~.. THICK 3,000 PSI AIR ENTRAINED P,C
SLAB ON SANO BASE OR SUBGRADE
IWITH8X610110WELEOWIRE MESH,
PITCH SlAB TO OVERHEAD DOORS
~
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2X8RR16"O.C.
2X4CT46"Q,C
2X8CJ16"O,C
STRONGBACKAND STRAP
CJ TO RIDGE 16" Q,C
23'-<4"
'"
11'-4"
2-2)(10 "
5'.10"
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48'-8"
R104: U.L LISTED MANUFACTURED FIREPLACE
AND FLUE WITH GLASS DOORS AND FRESH AIR
INLET. INSTAlLED IN CONFORMANCE WITH
PRODUCT L1STlNG. NON COMBUSTIBI..E
FIRESTOP IN CHASE AT FlOORS AND CEILINGS.
@
CEDAR STEPS
11
,.! .
r12'56TEMP ~
CEDAR STEPS
6'.11"
6'-11"
ceDAR I..ANoING ,.
I M
FWG1080
10'_1"
'"I]
T-l1"
CEDAR ..9"
ILANOING ~ 1~'
FWHeoao r 451 TEMPER
2-~10 1)-2><10
II 8' v ,.
/'51l
~i
2442-2
2852.2 TEMPERED
(3) l-31l1" XS.1/1I" LVL
13'-10"
2.2X1Cl
2-2X1Cl
I.
(2) 1.3111"X1..' FLUSH LVL
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~ - - · - ,I I~::v'(] [\,o'G 2888U
I ~ ~ (T)l ~CLOS~ \
D~~CFM 3-2l<lIPOSTSOUD~
4" 4'-8" I "'roGIRDER ;;,
. ~'-2~_ 6'-8"
2-~ ~I j....
'" "'"
'"
. MASTER
1'-- BATH J
~
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(2) 1.3J""X16" LVL FLUSH
WITH CLEARSTORY ABOVE
@J
MASTER BDRM
88
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9'CEILING
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='l[~-It
;=~ 13''''
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4,,12,-0" -;.: ....
2....
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co
BEARING Pm
10'-2"
6'-10"
~ I~ "''''''"oc
:3 2X6CJ1S"OC
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3058-2
9'CEILlNG
DINING
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( r-UP-I)
10'-8" 4~
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14'-0"
14'-0"
'" ~ FOYER I
Iii V :",
~ ~ SINGLE 3068 DOOR AND TWO
~ i 0 SIDELIGHTS AND TIlANS70.
fVE':;:~'R.O.
~~~ ~, 2_J1Cl
'\,.
2.2X10
2-2X10
3056-2
'''''
3056-2
'"
5'-4" ears 5'-4~
PORCH
S/"')(6"P"f"TDEQl:JN6
20'-7"
'"
2-2Xl0HOl'tI"lITH 2-2)G4 To.-I'"LATE
2-2Xl0 HOl't I"IITH 2-2X4 TOP I'"LA~
5'-2"
1'-8"~1
I
5'-2"
6'-8"
b,I,'...b
5'-2!""J
CCASTEPS
l,1
8'PLATEHEIGHT
'"
5'~1"
'"
5'-1"
'"
V\'l
). "J \\}
ill, V 11
f} ~ .
, 1
I )
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16'",,"
11'-4~
21'..()"
...."
72'''"
WINDOWS: ANDERSEN <<lei SERIES TllTWASH WITH lCIN E GlAZING (DP3Cl~
WINDOWS SHOWN PROVIDE MORe THPl>l Mro LIGHT N-IO 1I% GlAZtNG IN CONFORMANCE WITH R303.1
A lW3lM8 UNIT PROVIDES A CLEAR OPEN AREA OF 5.77 SOFT AS PeR ANDERSEN DATA N-lD IS IN
CONFORMANCE WITH R3l0.1-'1 FOR EMERGENCY OPENINGS.
o
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WINocJ..SAT~
l-EADHEIGHT.
TYPICAL FIRST
'"><'''
-. ,
1 FRAMING NOTES 1
ALL FRAMING LUMBER TO BE DOUGlAS AR-lARCH 12. PRESSURE
PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE 12.
TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED
NO HOLES ALOWED IN LVlS OR ANY HEADERlGIRDER. NOTCHING AND
BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANce WITH
AF&PA WFCM.
DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS. SOLID
BLOCKING UNDER NON LOAD BEARING PARTlTIONSJ JOISTS TO
CONFORM TO MANUFACTURERS INSTRUCTIONS.
JOISTSJRAFTERS SHALL BE LOCATED DlRECTL Y OVER TOP PlATES.
SOLID BLOCKlNGJ SCUD WEB STlFFINERS AT ALL SUPPORTS. DIAPHRAM
BLOCKING AS INDICATED. NAILERS FOR GYPSUM BOARD CEILINGS AS
REQUIRED. FIRElDRAFTSTOP CHASES AND PORCHS.
lAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOVVS:
E"2,OOO,OOO psi, Fb" 2800 psi, F~ psi
LVLS TO HAVE MINIMUM OF 3~ BEARING. NO HOLES ALLOWED IN LVLS.
DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER
WITH A MINIMUM OF 2 ROWS OF 16cl NAILS 12" O.C., 3 ROWS OF 16cl
NAILS 12" O.C. FOR 14"-16" MEMBERS. SEE MANUFACTUTRERS
INSTRUCTIONS FOR BOlTING OF FOUR MEMBER AND FASTENING OF
SIDE LOADED MULTI-PLY BEAMS.
CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING
HANGERS, AS PER MANUFACTURERS INSTRUCTIONS.
SEE LOAD PATHlSECTION SHEET FOR ADDITIONAL ROOF STRAPS,
HEADER AND SILL STRAPS HOlDOWNS, SHEAR WALLS, ETC.
I NAILING SCHEDULE - MINS. I AF&PA WFCM REFERENCE I
NOT INCLUDING UPLIFT & HOLDOWN CONNECTIONS.
..
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LOCATION Common Nail$-
ROOFICE1UNG:
RoofIngShlnglH
StnJctural Sheathing.. Interior Zone
Structural Sh88ttlIng.. 4' PerimIter Zone
120 mph. Sheathlng....' Perirniter Zone
Shuthlng G Flush and FJying gablefl
120mph-G Fluahand Flying gablea
RafterlTopPlate (toe-nailed)
Ceiling Joi$VTop Plate (toe-naIl8d)
CeIUng JoistIParallel Rafler (f8c:e-nalIed)
CeIMng Joist Lap at Partition (face-naIled)
Coller Tie to Rafter (face-nalled)
B10cklngto Rafter(face..naiIed)
Rim (fascia) to Rafter (end-nailed)
Gypsum brd - CeIling
WALL:
Gypsum brd. Wan
Structural Sheathing..
Top Plate to Top Plate (faoe..nailed)
Top Plat at Intersections (face..nailed)
S1uclToStud(flilce-nailBd)
HeaderalGirderl(face.nallecl)
TopIBottom Plate to stud (tnd nell)
TopIBottom Plate to stud (toe-nalled)
BotIomPlll1etoFloorJoIaURIm
FLOOR:
StnJclural T&GSubnoor~g1ued &
JoisttoSilllPlat-.rGlrder(toe-nailecl)
Bridging to Joist (toe-nail8d)
BIoc::kIngto Joist (toe-nailecl)
BIoc::kIngto SIll or Top Plate (toe-r\8Ied)
Ledger strip To Bum (faCe-neI1ed)
Joist on Ledger To Bum (toe-naiIed)
Band Joist to Joist (end-nailed)
Bend JoiIt to SlIlIPl8te (toe-nailecl)
I
6'~" 6" I 7'''()"
I 5"X5"PRIMEOANOPAINTE~PORCH
'----UPLIFT CONNECTION TOP ANO Q. 0 AII,c.
36"HIGH 6I4'XS"PPTTOf' RAIL r'=i ~..I
WITHlIXlI PPT POSTS THRU 'COr. ' ~
B =,,">0'''4'.'''''41 / ..~ <b
Q: ~
*
,,<1>....\ n'''~75
~)-~
1 WIND BORNE DEBRIS PROTECTION REQUIRED I ~ VF
M.wthIn~prono....wthIn"""_d...=-tII_~_
1hIo~whd-""il1l0__l*hoI.rOf~0f"""","b.lI:whd"""'."",,,,
Of grMtw......l20.....pw hoI.r..... t-.gleId ~pr--.lhm"""""dobrtL
GlcMopriIg proIldlonlol'..m.tJomo dollrIIllhllmMth.....-a1"'"~.....
T"'0IA8TMEI_ncrlASTME1_~IhwWl.Wood_""'''''.
MINIMUM WINDOW N40 MUWON OESlGN PRESSURE RATINGS = 0P30 UNLESS NOTED, rM*num '**'- 0I7I\&n:h _. ~ ~0I11Ht1lhllt.~1ol'1lprilg
TEMPERED GLAZING REQUIRED WITHIN 211" OF ARC OF DOOR, WITHIN 60" OF FlOOR OVER TUBSISHOWERS==-~~~::::==-~
N>ID WINDOWS OVER 9 SOFTWITHIN 18" OF A FLOOR. SEE PLAN NOTES" R306 FOR MORE DETAILED lllOi.l.4/R301.2.I.2 Of..... b.~'" .....,h~_dMdrG...
INFORMATION ..........kI_anc.-..lIhh~at""C"""
VERIFY AU QUANTITIES. ROUGH OPENINGS, MUlliONS. TEMPERED GlASS LOCATIONS BefORE ~DERING HARDWARE: 2.lfZ'MSCREWS lll"O.C. (lTO.C. F PNELI8OVERIS'-!T)
W1NOOW8IOOORS AND BEFORE FRAMING OPeNINGS. =:~ _$~~ ;~~=:..ewr:~1CAN PLI'WOODASSOClATION9
.NAlLS NAIL SPACING
6 rooflngnaillperlhlngle
6cl 6"0.cedge,12"0.c.field
6cl 6"o.cedge, 12"0.c. field
8d 6" o.c edge, 6" O.c. field
6cl 6~ o.c edge, 6" o.c. field
8d 4~ o.c edge, 4~ o.C. field
3-8d perrafter
3-8d perjoiBt
3-16cl e8Ct1IapIfCJnotontopplate
3-16d eactllap
2-1Od pertle3-10dreqCl120mphzone.
2-6cl each end
2-16cl eech end
5d cool 7"0.c. edge, 1Q"0.c. fIek:I
5d cool 7"0.c. edge, 10"0.c. field
8cl 6" O.C edge, 12"0.c. fleId
2-16cl perfoot
4-16cl joinl&-eachslde
2-16cl 24~o.c.
16d 16" o.c. along edges
16d per8lUcl
2-1Od perltud
2-16cl perfoot
8cl 6" o.c edge, 12" o.c.fiekt
4-8d perjol8t
2-8cl each end
2-6cl each end
3-16cl eachblock
3-16cl e8Ct1joist
3-8d perjolsl
3-16cl pat joist
2-16cl perfoot
I-JOISTS IF APPUCABLE TO BE IN CONFORMANCE WITH MANUF.INSTRUCTIONS
POWERED NAILERS: USE MANUFACTURERS COMMON NAIL EQUIVALENT
FIRE BLOCKING IS REQUIRED TO BE IN CONFORMANCE WITH R602.8 & R602.8.1
f,ric. Nic.o&ia
A(ll.IUtUt
;Il
..1.. MalnStreel,Sulle203,Porl Jef'rerson, N.Y. 11m
Telephone: (631) 928-44S6. Fax: (631)928-9543
EmalI: arcI1IIectCIoptonline.net
12 Y'lELLS ROAD
SOUTHOLD, N.Y.
FIRST FLOOR PLAN
IA-4
I'
Job#:040330
Date: 2/25/05
Scale: 1/8"=1'.{)"
By: E.N. I Rev:
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a'CEILlNG
BEDROOM 4
15'~
2X8RRl6"Q.C.
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9' TRAY CEILING ;
BEDROOM 2 1
2X8RR1e"O.C
2X4 CT 48"O.C.
2X6CJ16"O.C. ,
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Reo? ATTIC ACCESS: INEATHERSTR1PEO 3/4"
PLYWOOD HATCH IN 22"X3Z' FRAMED OPENING
WITH OOUBLE CJ AND FRAMING HANGERS
DOUBLE ROOF RAFTERS WITH FRAMING HANGERS
AROUND OPENING FOR 3O"X45" GLASS VENTING
SKYUGHT INSTALLED IN CONFORMANCE WITH
MANUFACTURERS INSTALLATION INSTRUCTIONS,
DEl AILS AND SPECIFICATIONS. GlAZING TO
CONFORM TO REQUIREMENTS FOR HAZARDOUS
LOCATIONS
I PLAN REFERENCE NOTES I
R308 Glazing at hazarcIou8 locations 8hal1 have glazing protection In confomIanoe with
R308.1n general, glazing In all doors & f\xeclslde panels, Glazlngs lessltlan 60" abOve
surfacea of tubs, '~,etc. Gl8zlngwlth In 24" arcofdoonllnclOMd position with sills
leu tha-i 60" above "ocr. GIazlngs over 9 sqUMl feet and Ins then 18" above floor.
Glazing neer atairwayaIIandIngI. See GOfl'Ipleate text of R308.4 Glazing for specifics on
Jocationsand exoeptIons.
R306.6 SkylightS: and slopecl glazing shaU comply with ItIII section and have fully tempered
glazing.
R309 Garage opening protecllon n separation requlrwd to be as noted and in
conformance with R309.Garage floor surfaces shall be sloped to facilitate the movement or
liquIdS to drain toward the main vehIc:Ie entry doorway.
R31 0.1.1 All emergency escape nl rescue openings shall have a minimum net clUI'
opening of 5.7 square teet. 24M ninlmum clear opening height, 20" minimum clear opening
>Mdth, 44" max siH height
FINAL, INSTALLED STAIRWAYS ,HANDRAILS, GUARDS SHALL BE INSTAlLED IN
FULL COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS
NOT RESPONSIBLE FOR THESE INSTALLATIONS.
R314 Stairways shall not be.... ttw136 Inches In c:learwldth at all points above the
permitted handral height and below the required headroom helght Handralls shall not
pro;ectl'l'lOlethan 4.51nc:hes oneilherlide of the stairway and the mlnlrmJm clearwklth of
the sblirway at and below the hencIraI height, including treads and landlnga, shall not be
less than 31.5 inches where. hlIndrail is installed on one side al'ld 27 Inches where
handnllls are provided on boIh 8id8s. The maximum ri8er htIght shall 8.25" and the
minimum Iread depth 81\11 be 9" In conformance with R314.2. Mlnlmum headroOm 6'-8". All
stan shall be provided with IIurnindonIn acc:ord8nce with Section R303.4. Enclosed
aoceuIlIe speoe under stairs shall have wall" under stair surface and any 80fftta protected
on theenclosecl side with 1l2-lnctl gypsum board.
R315.1 Handrails having minimum and maximum heights of 34 inch8e and 38 Inches,
mpectIveIy, meuured YfII'ticaIIy from the nosing of the .....ds sh8Il be provided on at least
one 8IcIe of 8laiW8ya All required handl'lllS shall be continuous the fulllangth or the stalra
wilh two or more rtaenI from a poi'lt dlrectty above the top rtaer of a lItghtto a pointdlraclly
above tha Ioweat riser or the lIight.Enda shall be relumed 01' shall terminate In newel posts
or88fetytennlnals. Hanclralls*Uacentto a wall shaR have a &pace ofnot less than 1.5
Inc:hes (38mm)between 1hewaI1 and tha handnlR. The handgrip portion of hllndraHs shaU
hllve a circular aou secllon of 1.1/4 Inches minimum to 2-5/8 inches maximum. Edge
radius of 118".
R316.1 Guards are to be minimum 36 Inches (914mm) in height Open aides of stairs with
a total rise of more than 30 inchel abova the ftoor or grade below shaH have guards (each
side) not I8Uthan 34 Inches In helghlmeaslnd vertleIllyfrom the nosing ofthetre&ds.
(Second story guards are recomended to be higher.)
R317.1Single and multiple-station smoke alarms shalt be Installed in aach sleeping room,
outside of aach separate sleeping area in tha immediate vicinity of the bedrooms,on each
additional'tory of the dwelNng, including basements.The slarm deVIca8 shaH be
intercomected In such a manner that the ac:tualIon of one alarm will activate all of the
alannsln the inclvidual unit The alarm shall be clearly aldlble In 'II bedrooms over
bac:I9ound noiH Ievel8 with all intervening doors closed. AU smoke alarms shllN be liStad
and Installad In accordance with tha prov\sIorl8 of this code and tha hoUaatlold "l'M8m1ng
equipmw11 provIalons of NFPA72.
R319.1.2 Wall and celUng f1niaha8 not Including tr1m, door or windOw frarnea shall have.ll
fIam.spread clllseIfleation of not greater than 200. Wall and celUng lInlshes shal have a
8ITlOk8-d8veIop Index of not greater than 450.
R322.A vapor retaRIer 8hal be Instaled on II'1e warm-in-winter side of all insulation.
R1001.1 M8s0nrychlrnneys 8haII be constructed, anc:horecI,supported and relnfon:ed as
required In this chapter and the appIlc8b1e provisions of CtlIlpters 3, 4 ancI6 with appllc8b1e
c1earencestocombustiblesandflrestoplng.
R807.1 AttiC access. AA atllc IIClCU8 opening 8haII be providecl to attiC areas that exceed
30 square feet and have a vartk:aI height of 30 Inches OI'gruter.The rough-framacl
opening ahall not be leis then 22 Inches by30 ineheI n shall be located in a h8IIway or
othar l1I8dIy lilCCeS8ible location. A >>inch minimum unotJatruclad hNcIroom In the attic
space shall be provided at IOnMl point above the lKlll8U opening. See Section M1305.1.3
for access requirements where mechanical 8C/UlpmentIs Iocllt8d in attics.
R808.1 CombustIble InauIalion shall be aeparated a minimum of 3 inches from recessed
IIghtlngtbclures,fanmotonlandolherhaat-produclngdeviCescrl8pllratedlnaccordal'\Qe
with tha oondlllon8 81Ipulaled In the fbcb.Jres Istlng. Recesaeclllghting Installed In the
building thermal envelope shall meet tha requirements of SactlOn N 11 01.3.
;jj t.riG NiGosia
~IIlTt:Cr
414 Milin Street,Sulle203, PorlJetrerson, N.Y. 11m
Telephone; (831) 928-4458. Fax: (631) 928-9543
Emell:architec:lGoptOnNne.nel
LOT 1.2 Y'i:LLS ROAD
SOUTHOLD, N_Y.
SECOND FLOOR PLAN
Job#:040330 I Scale: 1/8"=1 '-0" I
Date: 2/25105 I By: E.N. I Rev: IA-5
.
12
8.25+- r::;CI-! RIDGE
-I
VENTILATION BAFFLES
;;;
CELLAR
BLOCKING
1?
~
VENTILATION BAFFLES
VENTING TO BE IN CONFORMANCE
WITH CHAPTER 31-VENTS
3" MIN. VENTS THRU ROOF
R.30INSUL.
i-1.5"
~C1.25"
3" LAV
2" 1.5" TUB
1--,.5"
~c 125"
3" LAV
2" SHOWER
1 SHOWER BATH 1
5 AXTURE UNITS
3" I TUB BATH I
5 FIXTURE UNITS
1--,.5"
1.25" 1.25"
LAV-U LAV
SHOWER
15 FIXTURE BATH 1
6 FIXTURE UNITS
1--1.5"
~c 1.25"
LAV
1.5"
3"
BATH BEDROOM
:;; ~
12
;- ~-
VERIFY HEADER HEIGHT
TO FrrWINOOW
BLOCKING R-13 INS
.
~
~
~ MSTR BEDROOM CL LIVING
~
!--1.5"
W"
OW
SINK
2" 3"
3" 11/2 BATH 1 I KITCHEN I
4 FIXTURE UNITS 3 FIXTURE UNITS
FRESH
AIR IN
1 R-3D INSUL 1
3" WASTE
I LAUNDRY 1
3 FIXTURE UNITS
ClEAN OlJTS AS REQUIRED
BY SECTION P300s.2
112" APPROVED COPPER
SUPPLY LINES
4" HOUSE DRAIN HOUSE TRAP ~ \
4" CAST IRON SLOPED TO /
APPROVED SANITARY SYSTEM
PLUMBING RISER DIAGRAM
OUTLOOK/FL YING GABLES IF PROVIDED:
NAIL ROOF SHEATHING WITH 80 NAILS 4" O.C.
TO 4'-0" FROM GABLE END. USE HT7/RT7
HOLDOWN AT 2X6 LADDER FRAMING 16" O.C.
BALLOON FRAME ALL GABlE END WALLS
OR BLOCKlBRACE GABLE ENDS TO 1rt INT
CEILING DIAPHRAM
ROOF RAFTERS TO
RAFTERS AT RIDGE
4-Sd COMMON NAILS IN EACH ~
END OF 1.1/4- X20 Ga. STRAP 16"
O.C OR 2X4 COLLAR TIES IN ~
UPPER 1/3 OF ROOF 16" O.C. ~ ~:. 2'~
~
CONNECT RAFTER TO PLATES
AND PLATES TO STUDS WHERE
NOT ALlGINED
WlNDOWIDOOR HEADER STRAP AT
EACH JACK STUD: 1-1/4" X 20 GA
STRAP WITH (4) Sd NAILS EACH END
AND USP MP4F OR SIMPSON L TP4
PLATE AT SILL TO BAND JOIST.
ROOF RAFTERS TO STUDS
OR PORCH GIRDER
4-8d COMMON NAILS IN EACH
END OF 1_114" X20 Ga. STRAP M OR
M USP RT10 OR SIMPSON LTS16
-NAILS PER MANUFACTURER.
STUDS TO STUDS
AT SECOND FLOOR
4-8d COMMON NAILS IN EACH
END OF 1-114" X20 Ga. STRAP.
SIMILAR AT GABLE END WALLS
STUDS TO BAND JOIST
AND FOUNDATION
4-8d COMMON NAILS IN EACH END OF
1-1/4"X 20 Ga. STRAP 16"0.C., WRAP
UNDER SILL OR USE USP MP4F OR
SIMPSON L TP4 PLATE 32" O.C.
SHINGLES: 6 NAlLS PER SHINGLE, ASPHALT ROOFING INSTALLATION IN
~CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE
WITH APPROVED UNDERLAYMENT, FLASHINGS, ACCESORIES
SHEATHING: 7/16- APA RATED PLYWOOD. 8d NAILS AS PER NAIUNG SCHEDULE.
ALl.UMINUM GUTTER AND lEADERS ON 2X6" FASCIA BOARDS
WITH CONTINUOUS VENTED SOFFITS
~WALlCONSTRUCTION:
VINYL SIDING ON TYVEK WITH
JOINTM'lNOOWIOOORTAPE ON 7116- APA RATED STRUCTURAl SHEATHING
FRAMING ON STUDS 16- O.C. SIDING TO BE INSTAllED IN CONFORMANCE WITH R704.5
ANCHORS TO
LEDGERS
ROOF TO HEADER HOlOOWNS 16" O.C.
--
PB4 HEADER TO COLUMN CAP
GUARDS AND APPROVED HANDRAILS- SEE PLAN NOTES
PPT DECKlGIRDER/FOUNOATION. SEE PlAN NOTES
COLUMN BOLTED THRU DECK JOIST
3"MIN.lAP
3' MIN. lAP
Rlt.l BOARO
"""
BLOCKlNG
5Iff' ANCHOR BOLTS 48" O.C. WITH
3"X3" SLOTED SQUARE WASHERS M
USP/sIMPSON LBPS 518"
I STRAPING TO BE GALVANIZED ASTM GRADE 33 MIN.
I TYPICAL UPLIFT CONNECTIONS I
SCALE: 3/8"=1 '-0"
SCHEMATIC M NO SCALE
I TYPICAl CONSTRUCTION ASSEMBLIES
ROOF CONSTRUCTION:
WALLJCEIUNG BOARD: 1l2" MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKlE.
2X4 HOLOOWN ClEAT 16"0.C.
BOLTED CONNECTION - SEE PlAN NOTES
COLUMN BASEIHOLDOWN: SIMPSON PB4
TO 1l2" ANCHOR BOLT
Sill CONSTRUCTION: 2X6 PRESSURE PRESERVATlVLY TREATED SILL ON Sill SEAl
ON TERMITE SHIELD ANCHOR BOLTS AND HOlDOWNS PER FOUNDATION PLAN.
POURED CONCRETE FOUNDATION WALlS ON CONTINUOUS, KEYED FOOTINGS
BEARING ON UNDISTURBED SOIL SEE FOUNDATION PLAN FOR WALlJFOQTlNG
SIZES AND REBAR/ANCHOR BOLT INFORMATION
DAMPROOFING OR WATERPROOFING AS REQUIRED BY R406.
DRAINAGE SYSTEM IF REQUIRED BY SOIl. CONDITIONS.
46 P.C. SLAB. OPTIONAL VAPOR RETARDER ON COMPACTED SAND
ENERGY REPORT:
CompIillnce Is detennined by UH of The USOOE aoftware approved by the secretary or
state. The gener1ill provisions of the New York S18te Energy Conlervation Construction
Code, Chapter 5, SeclIons 502,503,504 and 505, shall be met.
REScheck Compllllnce Report
New York S1ate Energy Conservation ConItn.IcIIon Code
REScheck Soflwan Version 3.5 Release 18
COUNTY Suft'olk, HOD:!5750, TYPE: Detached 1 Family, HEATlNG:Non-Eledric
COMPl.IANCE: Palaes
MaxlrnumUA- 624
ProjeCl:UA .. 592
5.1 % Better Than COde
Gross Glazing
Area Of' Cavity Cant. Of' Door
Perimeter R-ValueR-Value lJ.Factor UA
1990 30.0 0.0 70
180 19.0 0.0 9
7 0.420 3
3318 13.0 0.0 219
487 0.340 166
100 0.340 34
55 0.220 12
2395 30.0 0.0 79
CeIIlng1: AatCeltlng.
Cellng2:CathedralCeI~
SkylIght: Wd Frame, ObI Pene
Wa" 1: Wood Frame, 16" o.C.
WIndow 1: Ander8en low E
Door 1: AnderHn low E
Door 2: Solid-, partial glazing
FIoor1:WoodJoiIta
Boller 1: 82AFUE
COMPLIANCE STATEMENT: The propoucl blJIding I'8P/'8Hl'lted in thil document II
conlistent wllh the building planl, apec:IIk;etionl, and other c:aIcuIaliona submitted wtth
thll permit application. The proposed systems have been da$Igned to meet the
New York State Energy Conservation ConI1Nction Code requ/rementa.
ARCHITECTS SEAL, SIGNATURE AND DATE IN Tm.E BLOCK
ENERGY NOTES:
CeIling 1: FIatCelling R-3D.a cavity 1n1Ulation. Ventilation bafIIea.
Ceiling 2: c.thedral Celllnll , R-19.0 cavlty lnaulation. VenliIatIon batftes.
WaD 1: Wood Frame, 16" o.C.. R-13.0 cavlty InIUlatlon
WIndows: U-factor: 0.340: Andersen. Low E Glazing.
Skylights: Wood Frame, Double Pane, lJ.fac:tor: 0.420
Door 1: GlalS, U-factor: 0.340:Ander$Jn Or.
Door 2: Solid, lJ.factor: 0.220: SteeIIFIbergIllII.Dr
FIoor8: Floor 1:Wood Joist, Over Unconditioned Speoe, R-30.0CllYity lnauIation
HVAC equipment Installed in conformence with SectIon 503, Boller: 82 AFUE MIN.
AIr LnkIge: 502.1.<4Jolm, penetratiOnI, and llII other IUCh openinglln the bUlding
envelope that are aource& of air Iukage must be HIIed .. apeclfiI(Iln 502.1.4.2.
Recaued lights must be Type Ie l'8tecI and lnet8Iled with no penentIona aeaIed or
guMted to prevent air IMk8QeInlo the un-condltlond apICII.Vapor Retarder to be
on the warm-in-wlnteralde of aII~ celIInga,waIIs & ftoora.1.0 perm max.
Matertallldenllllcatlon: Materlala and equipment must be IdentIIIed so that compliance
can be detennlned and must be Installed In ac:cotttance with the manufacturer'1
Inltallation InatrucliOOl and code. Duct II"IIUIatIon to ax'Iform wtthSectIon 503
Flraplacea must be Inetaled with light fltIIng non-<:ombultlble 1IrepIaoe doors
and must be provided with a aource of combus1Ion air, .. required by the building
code Service Water HeatIng to be Installed in confOrmance with SectIon 504. Inlulate
circulating hot Mter plpee to the IevaIlln Table 1. Heeting and Cooling Piping
Inlulation to conform with S&ctIon 503.
;jj
riG NiGor,ia
NZLl\lrUr
414 Mllin StI'Hl,SuIte 203, Part Jef'renon, N.Y. 11m
TlIIephone: (631) 928-4456. Fu: (831) 928-9543
Eman:~Ilne.net
LOT 12 Y'iELL5 ROAD
SOUTHOlD, N.Y.
5EC.TIONIR15EIVENERGY
Job#:040330
Date: 2/25105
A-6
Rev:
.
ASPHAlT ROOFING SHINGLES
AOJUSTOVERHANG
TO MATCH SOFFITS
"""'.DONG
~
1______J..._.
l.--______..J.-_.
STEP FOOTING 30 oeG MAX
I FRONT ELEVATION I
II
II
II
LJ
[RIGHT ELEVATION I
1X2 ON 1X6 TRIM
'1'
82005
~ [~ n W is
CR'
a~D;. DePT
T W~: OF ~r'L"I'ci_Q' 1_____
I
I
-1.
II II
II II
-LI---_I-l_
----------
II I II
II I II
-I J.. _ -1 I I
-------.----.--
- - - - - - - - - - -, - - -
RIlIGE VENT
e
I
I
I
,L + 1- -
'-- - - -_ _ __ _.a..-.._ _~____I
II
II
II
I
I
I I I
- - _ _ -1 _ _ _1_ _ _I.
, '
Ul
I
i GeNERAL NOlES I
1. THE ARCHITECTS ceRTIFICATION APPUES ONLY'TO OEMON8TRATING THE DESIGNS
CONFORMANCe TO THE BUILDING COOE OF THE 8'l'ATE OF Nl!WYOAK.
2. AU. MAT!RIAL8. ASSEM8L1E8, CON8TRtJCl1Ot.l AND'EQUlPMENT 18 TO BE IN ACCOROANOE
WITH THE BUILOlNOCODI!OF lHE 8TAl'EOF NeNYOAKANO MANUFN:.Tl!JReR8IN8TRUCTlONS.
3. VERIFY AU.. D1MEHSIlilNS'BEFORE AND DlRlNO CONSTRUCTION, NOnFY ARCHITECT OF
DISCREPANCIES. 00 NOT SCALE DRAWINGS.
4. DEVIATION FROM THESE PUiN8, UNAUTHORIZED DUPUCAT10N OR REUSE WlLLNEGATE
ARCHITECTS CSRTlFlCATICIN ~ 18 A VIOlATION OF NYSLAW. DRAWlNGSAAE THE COPYRIGHT
OF THE ARCHITECT.
II. THE AACHITECT II NOT RESPON8l8LE FOR THE Ol~. PRESeNCE, PFlEVCNT~
REMOVAL OR liANOLlNGI OF ASBE8TOS, HAZAAOOUS MATERlAUI. GM8E8, FUMU, MOLO AND
MILDEW,
6. THE ARCHITECT A88UMEe NO RESPON8I8IUTY FOR CONSTRUCTION, M!AN8 METHOOI,
TECHNIQUU, SEQUENCES, PROCtlOUFlE8 OR SAFElY PMCAU'nON8'ANID PRlXlRAM IN
CONNECTION WITH THE WORK. THE ARCHITECT SHAl.L NOT BE RhPON8IBLI FOR ERRORS OR
OMl88lONS OF Tl-EOWNER, CONTRACTOR OR SIJ8.CONTRACTOA,
7. THESE PI..ANS ARE OF UMITED SCOPE AND ARe IN'reNDEO FORUI9ESVEXPERlENCeO
0WNaWUil0eA8 FOR'CONSTRuCTION ON OWNERS PROPERTY WITH FINAL SPlClil1CATIONS
8El.ECTiDIYTHEQWNER, THEARCHI'I'ECT, NOTCONTRAcT!O TO CONTROl.. THE
CON8TRUCTION PROCE8818 NOT RESPONSIBLE FOR A88URINO THE FOOlL 1\8 CONSTRUCTED
BLJN.DINO AND SITE IS IN COMPLlN<<:E WITH ,IU BlJILOING COOE8, LOCAL lAWI" REQUIREMENTS
OR SUITABlUTYFOFI APARTlCULAR uae., THE ARCHITECTS UJaILI1'YTO OWNER OR ANYTHlAO
PARrY IS THEREFORE LIMITED ONlY TO THE F!E PAID FOR 81R\IICE8 RfNDiRElD.
B. USE OF THESE DRAWINOSINDICATEI 8lNOlNl3 ACO!PTANeE OF THE MICNE CONDmONa AND
ARE A P'ART 01' TH! AGREeMENT WITH THI! ARCHITECT.
R301.2 DESIGN CRITERIA: VALUE
D F
R301.2.1 WINO UMlTA TIONS:
I DESIGN WACS FOR WIllD0"N5 AND I
OOORS SHOWN lNITH FLOOR PLAN A-04
R301.2.1.1 WIND DESIGNCRlTERfA
THI EN E
WITH tHE! FOLLOWING APPROVED
REFERENCE FOR BASIC WINO
SPEEDS OF 120 MPH (ENCLOSED
BUIlDING): 95AF&PA WOOD FRAME
CONSTRlJCnoN MANUAl.. ).
TH BUILDING INAWI E
DEBRIS REGION. GLAZEO
OPENINGS ARE REQUIRED TO BE
PROTECTED AS PER THE
REQUIREMENTS OF 1809.U&
R301.2.1.2,- SEE FLOOA PiAN M
R301.2.1.4 EXPOSURECATEGOM'S:
NORTH a' SOllTH B
EAST 8, YVEST B
j DWELUNG IN SEfSMIC CATAGORY CIS I
EXEMPT FROM SEISMIC PAOVIstONS
BUILDING AREAS:
FIRST FLOOR LIVING
SECOND FLOOR LIVING
SOFT
1,475
1,444
TOTAL LIVING AREA
OPEN TO BELOW
GARAGE AREA
COVERED PORCH
DECK
2,919
149
561
317
377
~g"*IIoor_~ClnnomlnllmUllllilrMrlMlM
~....Include IItIlltcor........ llnlIhed Iloor ....lathe ol/llllla
oI'-tlII1IrIor........lIIldlo_hIWor~(l(."lobelowWlllt.
G.nIge-lrlllkICIIIOIMI''''''oIl101M........IoOl.tllcleolgnp.anor
MllI.8IooIldtkloropento~IpllOe~..nllelow.c.oaand
porllh_.l1lfrom~-'-tooul1lld.IdglI'oI~.
Ii) f.riG NiGo$ia
m,tUiU:r
"14 Man......eutte 203, Port..Mfrerlon\ N.Y. 11m
T"'phone: (131) 128-+4!e. Fax: (831) G2I-t&43
em.I: ...chIU~IO.J..b. A...,.
LOT 12 Y'ELL5 RD.
SOUTHOLD, N.Y.
NOTES 4 El..EVATION5-1
JDb#: 040340 I Scale: 118''=1'-0" I
Date:9121104 I By: E.N. I Rev: I A-1
jL
~
EE
EE
D
EE
12
:-I.
[] C II
[J]~.
E3
I I II II
II II II
II II II I
j' ~..: ~...::::-...::::-...::::-...::::-...::::- -=-~...::::-...::::- --"'::::-"'::::-"'::::-"'::::-..7C:-"':::-"'::::-'::-":::-~.c-...::::-...::::-c:z-...::::-~,
I REAR ELEVATION I
I LEFT ELEVATION I
DO.
RIDGE VENT
12
..51
E3
RIDGE VENT
12
::-1..5
l-L____________LI
III T - - - - - - - - - ~;;;..;:;;;;.;;;,-'J
I I I ISTEP FOOT1N08
- t: - - 300EGNAX
_ I_L-J
c=
I ELEVATION REFERENCE NOTES I
R32I!i.1 Approved numbers or ackhutIlhd be provided for .R l'lIW bUIkInge In .uctr
. potIlIonu lobi p/aInIy\lltlbleand IIgIbIefrom!hl sn.tOl'rwdfr'onMng!he PfOpeI'Cy.
R613.e.1 WIndow and" door ueembIIes IMllbe .nchoredln ICOOI'dll'awtth the
pltiehed ~ rec:ommertdIlti to8Chllrte1he duIgn pr:etNt~.
MuIIionalhlllbellNtedbyanlftlprOYedtestlnOlalloraIory. Maxlmummullon
defIectIorpo U175, MuIIona Ih8llbeC8pUleoftNeting .loar:Iof1.5time1lhe detIgn
pmaureloade.
R703.1i The 8ldettor"" envelope thlR bt.COl!lItrUCted In auch IlMnner. topreyent
the ICdumulltlon ot....YtttI1nthtMII UHmbIy by providing I ......mIttIve t.n'\er
behind thto IXlRlr veneer .. requlNQ' by SectIon R7D3.2.
R80e.3l/entclMtanct. A minimum or"-tnch C2!.4 mm) IpltC8'lhaIIbI proyIdad
betwMn!he lnIuIaUonandthe rooI'lhuI'lIng at lite IocalIon of.. venti.
R901. Roof 'lMmbIIH IhaII be ~ i1 accon:Iancewtlh thiacode Ind the ~
manuf8Ctl.nr'.1nIlaIIIIllon InItructIcnI auchttatttle roofUMmblyIhlll terveto
P/'CItlICtthebulldlngorllruclure. F\ehIngIIh*"beJIlItIIIecf In 1IICh.m.-vl.,...to
prevenl;moiItUreenterlngthewaJlthtoughhjolntl:lnlhecoplnQ,tIilroughmo/8ture
perJnMblelNlertll,at~.... U lSwIIh"roor,.,.orother~or~
i'\ tIope. Root' covemge 8hIII be appa.d In act:lClI'd8nc:e VIlth the appIIcIbIe provi8Ione or
thlsMCllOnnh 1Mnut.ctum'.InAllllUonIn8tructlons. U~ ehllt
conform wIIh ASTM C 228, Typt I, or ASTM C 4888, Typt l. SelJ.1dhemg polymer
modIItecIbltumln-ltlMtlhlllcomplywlthASTMD1f70. ~1tqIn'MIIh1ve
.......11trtpI orbtilleltocldnO.lI'lCIcorn,IyWilhASTMO:l25orD34e2. F.ll8n8rator
HPhIIIIhIngIet IMII be ~ '*i, ......1I1Nf.1IurnnIm. orcopptr roalIno
n"',1IlInInVlf12 gIQIlhlnkwnn. mInIml.mM-lnchclllmetlrhNd, 'M'IerIlheroof
IhMthIng " ....lhan 3H Inch \hIcIl:, lht 1utInn IhaI ,..,...... through Ihe
IhMttmg.F........llwllcomptywllhASlM F1187. Alphaltlh/nglNthlllt\lve ofalx
fMttnt......tfWlgIt. UndelIaftNl'ltlhdbeappleclahlnOllfahlon,pI,..,.tland
aWIlng from the NYII .nd lipped 2: fnc::hII:, futened autIIcIIntIy to hold: In p/KI. End
Ilpelhllllbloll'Htby6feet. 1n..........the.venlQIdIIIytemperlturelnJlF1IiIIryla
2&1 or"", Mtclblrrilr1hatconll8tlor.leuttNo~ofundlrflyrnlntCllft'l&nted
IDgd'lW or or . ......-dhering poIymw modIrIId bItUmIn... IhIH be UMd In lieu or
nonnaI under1ayrMnt Ind extend from the ..ve'... to. point atleHt 241nctlH
Inlldllllextel1or'MIIIllneofth.buIIdIng..Undlrllymlntlpfllledln....lUbjectfo
high winl:llgrMllrthan 110mph I1'1III belpplilcfwlth COfTtIlIk)nPMilt1lnlfalteneraln
ICCOrdMce with 1l'III'Il.Ifect..1nItaIIItion 1nIaructIoM. FatenlrllI1I to be Ipp/IId
along !hi ovetIIp not't8rther IP*t lNrY381ncM1 on centIr. FIIIhInG far nphIIt
.hIng\eI tI'lIII compty wlthlhla tectIon. BIIe.nd <lIP ftIIhInt II'lIII bllnItIIIed In
ICCOtdInCe WIth ~.lnetIIIIItIon InttructlOllll. BIle IIahI1Q IhIII bI or either
~mIlII'ofri'lmumncminllO.Q18-inc1'lthiclcneu.c.,flMhlnglhllt
be COlTOIIOn mIItInt meIIIl of rl'lInImurn nomIl1II O.01i-inah thIcIIlneN. Vlley li'IlnOl
Ihd bllnIWId k't ICOOn1InoI wtltl ~I itItIIIItIon InettuctIonI befcn
IPPIYlno IIlingIM.CIolld vllllya (YIIIy CllMNd wIIh 1h1ngltl},vaIIy lining! or 0I'lI-p/y of
Imoottl toll rooftng compIyIno wtih ASTM D 2241)p111 or TypIIQ aM ltleut 38 Inchtl
(914 mrn)WIdIOl'v.IllyIlnlnQUdHcrlbecfIn '*'-11nd 2 lbowe NIl be
pennItted.$pIQIItyUl'liderta)'rnencomp/yingwlthASTMD 1970 maybeUNd In IIetI or
the MnIng rnater1II. Aak:kltorNcklelhlllbeinnllled on theridgelkHl or.nychlmney
gruWtMn 30 IncIWIwIde. ClICketorucSdleCXlYel1ngllh8llbelhNtll1lta1 orOfthe
Ml11e ~..thlroo4'ccwe1ng. SIdewIII1IuhIng.lhlllbebJthllItep-ftahIng,
method. OtherflahlnglQllnltl YW1IcIIfRlnt'dll, llwellulOllltW:k, YIItlI~encl
chItnnty ftIahIno. &hili be ItPPlIlld ICCOl'dIng to .1pIWIII1IllngIe MMUfIcture(. printed
..........
I ELEVATION CONSTRUCTION NOTES I
ROOfING:" NAILS PER SHINGlE ASPHALTI1=IBERGlASS ROOFING SHiNGLES
AND .-cCESCRlES - SEE cooe NOttS ABOVE.
ALUMINUM GUTT'ERS AND lEADERS TO SPlASH! BLOCKS OR DRAINAGE /IS
REQUIRED
TRIM: WHITE.ALUMINUM CLAOING. RAKE TRIM; 1)(2 ON 2)(8, SPACE FOR SIDING.
FASCIA: 2Xe. CONTINUOUS VENTED VINYL SOFFITS.
SIDING: VINYL SIOINGAND ACCESORIES, 'MNOOWIDOOR DRIPEOGE, FtASHlNGS,
TAPED TYVEK HOUSE WRAP. VINYL SIDING TO CONFORM TOASTM 03879.
APPROVED W.L. LISTED FLUE CAP AND COLLER WITH SLOPED STAINLESS STEEL
CHASE CAP.
CHlMINYSIFLUES TO BE 3'.()" MINltJUM OVER ROOF AND 'Z..(J' MINtUUM HIGHER
THAN NEAREST STRUCTURE WfrH IN 1a-Q". CRICKETS AND Fl..ASHtNGS AS
REQUIRED IN R808.
n f,ric. Nic.o&ia
~IUiU.i
414 MaIn 8tMt,BuIII203,Port~ N.Y. 111m
Tlllp/'IonII: (831) 928-4458. File (831) D2W643
EmIlI:_,;I. 'II ~l ......net
LOT 12 Y'iELLS RD.
SOUTHOLD, N.Y.
NOTES 4 ELEVATlON5-.2
Job#: 040340 Scale: 1/8"=1'-C' A-2
Date:9/21104 By: E.N. I Rev:
~
~
I~
~
3'-83116"-
~
'-ll"
It
6'-11" 11'.1"
-, '(Oi)
L%- _ - _ -_-_><_ -%_ - _-_g
I MXSPPT 2-2)(8Pfr ~
I D
I i
I 1
I 1518" ANCHOR BOLTS 48" C.C. I ~
12'-4-
~""'CMT
'RON 1
""'NTO
"""'"ELL
I
III
I ,
: : ~
1~
!II \
~
RAIUNG ABOVE
~
iOi\1
P.C. STEPS UP ~
11"Tr~1
.~-,'
I I STEP FOOTINGS 30 OEG Mof.X
I I
I I
I I
I
I~
I
~
;r
~
~
:r 01.40 STEEL COLUMN ON
2'-O''X2'-O''X1..q'P,C,FOOTlNG\
11t;
I
I
I I
I I
:UI
,1:11
21'-8"
~
UNEXCAVATEO
11'-8"
..
~
~
lL
I SJe" ANCHOR BOlTS 48" C.C, I
12'.....
23'..0"
H l E
WITHIN 8"-12" Of S1U PlATE
ENOS OR SPlICES
i
2"
~
~
,11
BEAM ;.t.1-
POCKET ..--
I I
I I
I I
I I
I I
I~!
11
I
10'-2"
~
0.."
I
I
I
~KET I ..- ro
I t
,....
3&'-0"
"-ll"
'-ll"
8'-0" 1'..()"
. " ,'-
~- - - - - -W-- - - - LL.J
1'..()"" J 12-2Xll1PPT i - 12-2XlllPI"T I I ~~-j1
I I I ~ -....... (2)WC>>Lv.SOl.TSJNUT&WASHERSTHIl:U
18'-0" u r.1 .........~IRDER8UX4PPTPO$TON17'MIN,01.....
__.f' ex&POSTABOVETQ12"DIA ~ r--------"" P.C,.FOOTINGSWITHPMPOeTBAllEAND
~P.C. FOOTINGS i" I 112' ANCHOR BOLT
- - - D I
- -~"--, - i, I ~ ~
;... J018THANGeRTOPF'TLEOOERBOlTEOTORlM l; I
~ /:BOARO WITH 117 DIA. GALV.l.AO SOLT8" It
~ WA8t-\SlS 18" O.C, STAOOER 'lEImCAL IS I
S4'.()" ~
j /.- ;;;:-~-;; - " ~
-L UNDIII2'CNml.aYQ " ---l
~
8'..0"
2'-ll"
0'"
J"
'"" o=r
8
to
" ~
0 ~
~
/~2)1'3WX11-718"2.0E LVLGlROERON3"DlA 0 ~
STEfL COlUMN ON 2'4')(2'-O")(1'..Q" P,C, FOOTING
42'-6"
..." .... / w... W... ~ .... I
--------~---T-----J---~r_J J - ~-----1---l------------, I ~
I 1='=1; gl I
I I~-t:: ~ ~I
~ ~ F~ , ,.'.." ~ I :
; I 2 II~I!~ ~ff.:z~..~~'tx,~NO i I 1_ _.'~ " J-,-
~ ="'" ~ ;:: ~ I I ~ I I
....." "-ll"";':
----r= - -+- -+- 15I8"ANCHORBOlTS<I8"O,C. I ~ 12X&pptlb'"<<-,:~: b I.
CANTlIR'4I'tf.-. - II- JOIST HANGER TO PPT LEDGER BOLTED TO RIM (~t' I -
l - - - - - - - -'.~ BOARDWlTH112" DIA.Q..tLV.LAGEIOL.T8& ~ 'I I
~ WASHERS le" O.C, STAGGER VERTICAl.. ;l: I
8'-3" .., 8'..... fO'..()" t T-7" r.r 8'-7", I I
2-2X8PPT "<!!=-:":-:-:-:-~:-:-:-~~-:-:~Ja~~~~~-;!.;~;;:'~?~~:r-:-:-: !':J
, 4X4 PPT POST ON 12" MIN.DlA P.C, FOOTINGS WITH
PM POST ElA8E AND 1'2" ANCHOR BOLT
~
8
to
".
o
~
r
I .
52'-8" 12''X11S'' PC PIER T'5i8"ANCHORloLTS4F'O.C. I
~ IS" THICK a,COOPSl AIR ENTRAINED CONCRETE WALLS ON
~;, X18"W1DE CONTINUOUS, KEYED P,C. FOOTlNG8ON
ASSUMED 9OlI.8-8EE NOTES
.OLD 8
BASEMENT
~
~I
I
1 I
;-=
-
"
UJ
""
I -
1
~
5J8" ASTM 301 GRADE eo
THREADED L ANCHOR BOLTS
AToWO.C. WITH NlJTS AND
3")(3" X fl2" SLOTED SQUARE
WASHERS (SIMPSON LBPS112.
~
I R403.11 S/S" ANCHOR BOLT 4S" O,C.
3" CENTERLINE AT
~ INTERIOR BOLTS;>
f~~~
~SLOTEDsaUARE
WASHER
e" TO BOlT
CENTERUNE
2" TO CORNER
BOLT EDGE
FOUNDATION WALL.
I R403,1X CORNER BOLTS I
-i. THICK 3000 PSI PC ISL.'B ON
SAND BAllE OR SL.J8GRADe
g
to
a
"
o
~
~.U~li :
~n~ !:
:;;I!l:si :;;II
NONCOMBUSTl8l.E
FIREISTOP AT FLOORS
& CE1UNOS
~
~
~
43'...."
.'-ll"
....."
I FOUNOATlON NOTES: I
R323.11n....1Ubject to decIy ~ and III wood In CClI'Uct wiItl the ground th811
l1JqU1re the u.. of ~ pI'MtUI1I pmervatlYely tre*d ordllclyorNIlItInt lumber.
R324.3,1 TIUt cut endI, notchN & di't"-d holM In accordInce wttI'l AWPA. Rm
Sublen'lneant8nl1hcontrol.Termlllllhleldl, Pnl....... pl"8MMltlyelytrNll<twood In
acc:ordencewllh ltIeAWPAstandIlrds .ndor~wood. ChemIcldIOil
trMtmenI: ITl8y alllO be netalII8r)' dep8ndIng on aIt8 condIIIonll.
R401.3 Orm8g8. Surface dIWI8ge .h811 be dI....-ted to ct)w8Ii8 or other approved point
or coHectIOn not to CIUt8. h8Urd. LotIlh8Il be glltded 10.. to drWn W8t8r fNI8't from
foundation WdI. mlnlmumof81nche1W11hln the W 101HtorlWlllH.11*/ be
provldedto.nIUl'edI'8ln8geWl8'ffromlh8Itructur1l.
R401.<4.1 GtoI8ohnlc8l.....Iu8tion.1n lieu of. CClmp/IIII geotedlnlc8l8V8lU8llon, the
Ioad-bMrlng valuu In T8bIe R401.<4.1 h8ve been "'UI'l'l<<I. Compreu/b18 or IhIftlng,
.0I1I.1'Id be f'8Il'lOVed in confonnenc8 wtth R401A.2
ASSUMED SOtL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPUES TO
THE FOLLOWING CLASSES OF SOIL MATERIAL ONL. Y;GW,GP,SW,SP,SC,GM,GC.
NOTIFY ARCHITECT IF SITE CONDITIONS VAAY FROM ASSUMEDCONotTION.
R402.2 Concr8t8. M8terl8IIUHd IoproctuceconcreteandlMting thereorlh8llcomply'
wtththe 8pp11c8blllll8ndnllilted InACI3t8orASTM C 1157. ReinfOrcIng IteeI .nd
1n8tal18tlon to be lnconfrOrm8nceWllhACI31B. Anchorboltlto belnc:onformancewllh
ASTM 301.
MINIMUM CONCRETE COMPRESSIVE STRENGTH 3,000 PSI CD 28 DAYS.
CONCRETE AT BASEMENT FOUNDATION WALLS, EXTERIOR WALLS,
PORCHS,STePS AND GARAGE SLABS IS TO BE AIR ENTRAINED. IN
CONFORMANCE WITH AC1318. NOMINAL. SLUMP: WAL.L.S e, SLABS 5.
R403 ConcreteFoollniP Ih8II be lUppOI'b!Idon undllturbed naturlllDil., All exterior
1ocltirlQI1h8II be p/aced8l:1u1t 3'-4' mlnlmurnbelowgrad8. The lop IUI'f8ce of1OOtlnQl
11'1l1li betevel. Ch8ngee lnelev8llonl.nd 8i8C8ntalopl requlrementa Ih8IIbtfn
conform8nc:eMlhR-403.
Ro404.1Conc:nta Found8lion WIlII8 ahaII be oonetructecl .. I8l: fOrth In HClIOn R404 8nd
AC1318. B8ckfif1lhalIInot be pI8oIcl8g8inItIt1eWllll untIlthtW8llhulUl'ltclentltrength
IItld hu been811chored 10 IheflOOr8bove, orhli. bMn IUfftc:I8ntlybnlc:ed to prevent
d8maQ8bythebllckllll. Such bracing 18 notrequlnKfforW8llllUpportlng ....th80<4feet
ofunb8l8rlctdb8clclllt. R<405.1 Found8lIonOrUl8ge. Adraln8ge1)'ltem ilnClt requlr1lcl
when tht foundatlon II inIt8IIed on W8ikIraInecl QrOl.Ild or NndgraYIII mbdure IDiII
MlCOIlIIng 10 Ihll UnIIied Soil CIeuIIIc8tion Syetem, Group I SolI.,.. d8t811ed In Table
R40S.1. Other 10118 r1lqLlire requtrw drain. in conform8nce with R 0405.1 8/'OUnd .m
COncnt8 or maonry found8tIon8 bt rttIIn Nr1h Ind encIO.. h8bItabIe or uNble
'P8CN Ioc8IecI btIow glWfe.
Ra.1 FoYnd8tIor1 dtIrnpproof1ng. Except wI'In r1lQUIr1ld to be ......""...i~ by Sectlon
R4OI,1&2, found8IIon.1I th8t r1ltaIn MI1h 8I1d encIo8e hllblt8ble or uMble 1p8CII.
Ioc8Ied beIcrN g\WJ8 Mtd be d8mpproo(ed from !he top of the footing 10 the finllhed
Ql'IldIIbyllPPlylngOl'lflofthell8*idllmpprooltngorl'latelIllDOfl''lIIlTl8terI8Itliltedln
Section R<408 .In.....where ahigtlwat8rt8bleorolh8rttwnlOil-w8tetoondltlonl
nknowntoexilt, extertorfound8llon wall. that retain earth8nd enc:IOMh8I:IltiIbt8or
uubIe IP8CH IOC8l8d below grade ah8II be .,....I"'.....r.d.. per RQ2
R4Cl7 SleeI caiumne.All1UI'f8C88 (lnlide and outs/dlt) of ItMI coIumnIlh8II be given a
Ihap C08t off'Ult.ir'lhlblt pmt, 8XC8ptfor 0CltI'0II0n-rHi and c:08led .teeI.
Approv8d Il'l8nuf8ctlnc1 COfT08Ion.ruIl1alit, coUd .... column! with top be8l1ng plele
lh8IIb8bo118dtolh8g1rder8l'ld Ih8bottomwlth~Y~ihre8dlonbe8rlngplele
embeded In lhe CCIfICI'ele 118b.
on
.
;!;
-
6.5" MIN. WIDTH FOR TRIPL.E
(PLY LVL.G1RCER. SEe PLAN
1" 3" DECK POCKET
= e ffl" DEEP
...... ~ LVLPOCKET
~;;; 10 112" DEEP
~ AIR SPACE
3
STEEL OR SOLID
SLATE SHIMS
R502,6 BP2 TWO PLY BEAM POCKET
BP3 THREE PLY BEAM POCKET
3" MINIMUM BEARING
;jj
f.riG NiGo&ia
NZLIiITUT
414 M8in 8ttMt,8ulIII203, Port JderIon, N.Y. 11m
TIIIIphone;(831)82~.F&IC(831)928-8043
ErNII:.-chIlectOoptonIine.Mt
LOT 12 Y'iELL5 RD.
SOUTHOLO, N,Y,
FOUNDATION PLAN
Job#:040340
08.:9121104
Scale: 1/S"=1'.{)"
By: E.N, Rev:
A-S
12'-4"
SOLID METAl. CL01'HS DR~ "
EXHAUST DCJCT TO EXTERIOR WITH
DAMPER, fN5TAU..ED IN
CONFORMANCE WITH R15111 NolO
MANUFACTURER'8INSTAUJ.T\ON
INSTRUCTIONS AND DETAILS
~
..
12'-0"
.~
-
I"
518" ~ X G'i'P8lJM SOARD ON
_~~ ceILING AND BeAMS WITH
1rZ'TYPEXGYPSUMBOAROON
INSIDE FAce oF HOl.ISE WALl
ADJOljGAAAGE
~
I
& I~
I~
4"THlCK3,OOOPSl.ENTRAINEDP.C
su.a ON 84NO BAal:. OR 8U8GRADE
Wl1'Hexe 1ONO~_W1RE MESH,
~CHSL.-,s~~DOORS
~
,
GARAGE
r-
n
'--
12'.2"
1 ~~
I ~i
I~~ ~~
lilt; go
U ~~
_ J ~~
~
b
I ~
& ~
~
I
I ~
l'-
~
2-2X10
t- -
..
"
3052
2-=
8'.2"
8'-2"
12'-4"
....~
~~h ~ 8'-1'.
3052-,
-" ... =10 ...
18'-2"
i ~ ~
S U
d
-'-~ FAMILY !!
.
r~~ ~
co
1i
~
..
3'",
38" HIGH RAlLtNGS M
REQUlREQ 8Y GRADE
~
18'.()"
exe PRESSURE TREATEO POSTS
/WITH PLe UPUFT CONNECT1ONS,\
TOP /\NO BOTTOM
11'-8"
DECK
514" xr PPT DECl<ING
e'~"
~
r
I
I
,
I
I
-
3-2X10 PPT HOR
JOI8TIWIOEIIlTOPPT
L&Da6ReoLTtDTORAl
IIONtDWI'f1i11701A.0AI.V.
t.Nl1lOl.T8&WMHliiIl'lll"
O.C,8TAQOMVEl'tTICAL
HANOIWL
<;
o
~
o
! I
e'... " (
30210 ~,I
-, (""'ij
: ~ bW
11'-2"
DECK
!lI4")(8'PPT
DECKING
54'''''
PPT OT&S
TO<llt<DE
-
'"
~'
. ~ '-~
.... ~'
LAUNDRY ~
14
.
[.J
lZ\41.-X\1.1U'VA
W2-I'Uu.2JW~
b .1II
;
13'-8"
...
w
"'"-
o
\IEHT
NOOK
"
KITCHEN _
~ n~TH
~ U\, /
"I. O1L
"
~
1
8" 5'-0"
..J.
~ ~
.. ~2:t~] i REF II
<4'-4. ,.0::::0 BEAAtNGWALL
"
:r
;!
/,
(2) 1.314" X &.1f<t" LVL
~ i~
~~~
l;~
t~
.,~
U
d
!!
o
~
CO
~1i
,.a~ .
U
d
!!
o
~
CO
1i
..
~
DINING ;
1<4'-2"
fO'..ar ~
2~10
"- 3052-' /
"- /
"- - - -
10'-8"
~I
L
Q
I
J
(2) 1414"X 11_7/8" LVI.
1cr:2"~
it
!;oi
i:l
~0
U
d
!!
o
(3
~
..
~
~ ....
.. '\
1468 2-2)(10 \,<468
<4'-8"
" . . ~
--L 2-2><10
(2)1-314"X11_1/~ ~ ,.1
2-2)(10 "
~ .-". e'..,.
5'-4" 5'-4"
..... 16'06-
23'.0"
6&'-4-
COVERED PORCH
1~""
ENTRY
w
-
f---f-~
....
~~~=
t~I~=
j_4JP_
~
.'...
.'
il~fJ
WlNDO'NS ARE SHOWN AS-ANOERSEN <400 SERIES T1LTWASH WITH LOW E GlAZING. VERIFY ALL QUANTITIES,
ROUGH OPENINGS, MULLIONS, TEMPERED GlASS I..OCATIONS BEFORE ORDeRING W1NDOWSIDOORS AND BEFORE
FRAMING OPENINGS. MINiMUM DESIGN PRESSURE FOR WINDOWS AND MULLIONS. DP3fi
LIST OF ABBREVIATIONS
ox. APPROXIMATE
/4PA AMERICAN Pl
BP .....
~
TION
C.M.U.
OP
FJ,CJ,RR F
PC
PPT
U,L
m>
so
EATE
Y
KE TEC R
I WIND BORNE DEBRIS PROTECTION REQUIRED I
AruI wIItlIn hun1c8ne PRIM rwglonl within OM milt of the cont.I mean high water Une WheAl
hbuicwlnd IPeed II 110milNPlfhourOl'greaa.r; orwhenttht baslcwlnd IpMcIltecru-l to
OI'grNWlhan 120 mllHperhour th8II Mwglazed openInQe Pl"Ot8C*ldfrDmWlndborrll debril.
GlazedopenlngptOleCtlOnforWlndborne cMbrI8... fl'lMttht ~oflheUlrge MINIIe
Tat of AS-TM E 1908 and of ASTM E 1886 ~ therein. Wood 1b'uctu,..1 pttI,ta wlttla
minimum thIckneat of 7f181nch Ind a maximum 11*\ of8 fMt Ih8II be I*Tl1/lted for opining
ptOleclton In 0fII- and lwo-Itory bullcllngl. PanIIIIhIII be PNCUt to oover!hl gIIzed openingl
wtlhlltac:hmenthardwllreproylded.
AttlIchmIntIIhIII be provided In ~wtlh TIbIe 1e08.1.<4&R301.2.1.2 01''''-11 be
dnIgnIcllolWlatthtcornponentlandclllddingloadldltermlned In aoc:oraancewtth 1M
proyIlIllntofthlCodeHl'oIIowa.
HARDWARE: 2-112"18 SCREWS 18" O.C. (12"O.C.IF PANEL IS OVER 8'-0")
SHUTTERS SHALL BE IN CONFORMANCE WITH AMeRICAN PlY"NOOD ASSOCIATIONS
DESlGN'1 - SHUTTERS FOR WOOD FRAME BUILDINGS
'a....
.....
~
8'.3"
(2j1-3i<!"X&.1/4"LVL
001-8070
I
I~~~!I
LIVING
~
:<
.
~
.. 18'-8-
" =10
~ 12
~ 8'...3" .-,-
n 2-2X10
,.
7'...2"
5" 7'-2"
18'-10"
n ~ Udl
~ .jili I
r!-I~ ~ fu~!
- -F~ ~i~~!
mU
~
8'-3-
U
d
!! e'..,.
0 i
~ i
co ~
1i
~ . i i
~ ~
I I
~ i
.~. ~ ~ ~
i ! ~
B, ~ l
I IJ ~II
,.1 / r...
l !lI4"X8"Pl"TTOPRAlLON2X4
PPT FRAME wmt 4X4 PPT
P08T8 THfl:U DeCKS' MAX O.C.
2X2 PPT NEWEL POSTS . 4" MAX.
CLEAR BeTWEEN NEWel.S
~
I FRAMING NOTES'
ALl FRAMING LUMBER TO BE DOUGlAS F1R-LARCH i2. PRESSURE
PRESERVATIVE TREATeD WMBER TO BE OF SOUTHERN PINE 12.
TYPICAl. HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED
NO HOLES ALOWED IN LVLS OR ANY HEADERIOJRDER. NOTCHiNG AND
BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH
AF&PA WFCM.
DOUBLE FJ UNDER TUSS, HEARTHS AND AT FRAMING OPENINGS. SOLID
BlOCKING UNDER NON LOAD BEARING PARTmONS.I JOISTS TO
CONFORM TO MANUFACTURERS J NSTRUCTlONS.
JOlSTSlRAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PlATES.
SOUD BLOCKINGI SOliD WEB STlFFlNERS AT ALL SUPPORTS. DlAPHRAM
BlOCKING /!ttS INDICATeD. NAILERS FOR GYPSUM BOARD CEIUNGS AS
REQUIRED. FJRElDRAFTSTOPCHASES AND PORCHS.
LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS:
E-2,OOO,OOO pIi, Fb- 2800 PIi, Fv-285 PlI
LVLS TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVlS.
DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER
WITH A MINiMUM OF 2 ROWS OF 18<1 NAILS 12" C.C., 3 ROWS OF 1$d
NAlLS 12" O,C. FOR 14""18" MEMBERS. SEE MANUFACTUTR!RS
INSTRUCTIONS FOR BOLT1NG OF FOUR MEMBER AND FASTENING OF
SIDE lOADED MULTI-PlY BEAMS.
CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING
HANGERS, /!ttS PER MANUFACTURERS INSTRUCTIONS.
SEE LOAD PATHlSECTION SHEET FOR ADDITIONAl. ROOF STRAPS,
HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC.
I NAlUNG SCHEDUlf ~ MINS. I AF&PA WFCM REFeRENCE
NOT INCLUDING UPUFT & HOlDOWN CONNECTIONS.
LOCATION
ROOFICEIUNG:
ROOftngShlng/el e roolInol1lllllperlhlngle
S1ruc:tutW SI'1edllng-lnter1orZone 8d 8" a.cadge, 12" o.c.lIekI
S1nlc:turaISheIthlng-<4'PerlmllerZone 8d 6"o.C<<fge,12"o.c,fiIId
120 mph" ShMIhIng- <4' Perlmlter ZonI 8d e" o.c., 8~ o.c. f1t1d
Sn.athlngOFlulhandFlylng gIibIM 8d 8"Q,oldgl,8"O.o.lIIkI
120 mph. 0 FIuIh Il'ld FlyIng gabIIl 8d <4- O.C edga, <4- o.c. l'IeId
RlfterJTop PIIIiI (toMalIId) 3-8d perf'aftlr
CelllngJoIIVTopPIIte(toe-nIIiIId) 3-8d pwjOltt
CeIIlng.JoiltlPnllelRIfter(ftloI..~ 3-16d MChlaprrCJnotontopPIlte
CelIIngJoIltLapatPartillon(ftlol..nalled) 3-186 MChJap
ColIerTlltoRIftIr~IIcl) 2...1Od PW1lt3-1Odreq0120mph20net
8IoeIcing 10 RIfter~1Ied) 2-8d HChInCl
RIm{fa8cill)to R8fter(enck1alled) 2-18d HChend
Gy,*"" eo.rd-CeiIIng 5cIcoo1 7"o.c..age, 10"O.c. field
WALL
GypaumBoan:l-W'1t
Structu,.., ShId1Ing-
Top PIa to Top PIIhl (fac:e.r1aIktd)
Top PI8t at IntII'MC:tlonI (faoM8I1ed)
StudToSlud(~
HMder8lGIrderI (1IcI-naIIed)
TopIBottomPllteklltud(endnell)
TopJBottomPlatltollud(toH18IlIlld)
BoUom PIatI to Floor JoItt/RIm
FLOOR:
StrucllnI T&G Subfloor-glued& 8cl 8"0.Cedgl,12"o.c.ftIId.
JoII1: to SWPIIIIIGIrdel' (1oMaIIed) 4-8d PI!' JoI.
&1dgIng to JoIIt (to.naued) 2-8d NCh IN'1d
BIocIdng to JoIM (~ 2-8cl ead11nd
I3IocIdngloSllorTopPl.a.(toe-nIIJled) 3-16d uchblock
LadglrStrlpTo Belll'l(facI-n1i1ed) 3-16d MChjollt
JoIItonLldgerToBNm(toe-nailed) 3-8cI I*./OIIt
BanclJoI8ttoJolat(end-nIIIed) 3-18d pwjollt
8andJolattoSlL'Plale~ 2-16d pwfoot
hJOISTS IF APPUCABlE TO BE IN CONfORMANCE WITH MANUF. INSTRUCTIONS
POWERED NAILERS: USE MANUFACTURERS COMMON NAIL EQUIVALENT
Common Naill... 'NAILS NAIl. SPACING
Sdcool 7"o.c.., 1O"o.c.1IeId
ad 8" o.c tdgI, 12"0.0. hid
2.1-6d Pl!'fool
.....1&1 joIntHach Iide
2-16d 2<4"o.e.
1&:1 16" O.e. IIong edgn
"'....
".,....
".,foot
,..
2"1Qd
2...16d
Ii) f,ric. Nic.o&ia
A!lLtUiUi
414 MaIn Bnet,8ulII203, PortJlfJltaon, N.Y. 11m
TIIIphoM: (831) 828-4480. Fax: (031) D28-i543
EmIl: ..aIlll ~1O~~\!c lII.-tlIl
LOT 1.2 Y'i:LL5 RD.
SOUTHOLD, N,Y,
FIRST FLOOR PL.AN
Job#: 040340 r Scale: 1/8"=1'-0" 'A 4
DaI8:9/21104 I By: E,N, I Rev: I -
rt=---~~
1:\ -:1_
II \
I \
I[ \
II \
I ~ \
II /
I /
II ~I
I r
II /
11/
~ - -=- -- --=---
DECK
~ &.'4" }(If' PPT DeCKING
11'-8"
11'.(1" S"
- - I
'j' I~
..." ~ 5'-1"
.. .'....
- - - 7''' r~~~
" @ "-- .
(3l2ll.to/llIIo\De~ ~_
I" I "
I "
~ I
~
I
" I
I
I
WH/GHS{.4")Qt'F'PTTOPRAlLON
2X<l PPT FRAME WITH -4X4 F'PT
P06TS 80L TEOTHRU DECK e' MAX __
0.C,2X2PPTNEWELPOSTS_4" -
MAlt Cl..fAA8ETYJEENNE\NEl..S
10'-2"
..
4'.ff" 4'-11~
==iit __TEMpt.EO GlASS
lj !' "1"'[- c
lfa ./ '" \ '-
~ :PJII'~ ~
~ I MASTER "1
I BATH
.,
.l- '"
:
I
I
~ I
I
~ I
'CLG
~8 8
.. .
i~ t
~p
~-I
:>(
HALL
/
'/ I'"
/
MASTER BDRM
/
.,//
~ 6.0SET
4" / 10'-0"
1/ 2-2x10
I
~
1<: /
1/
"" - - 7 - -/ "
/ j\ I
/ \ I
I \ I DCXJBl.'OJ
/ : \J' ~I~ ::
/ I ".0" '-<1" I 5'-<1"
/
- -If- - --r- - 1\- ~ =-=-=
L __..J__-j-J
/
/
2X8RR1e"O.C
2X4CT 18"00
:bt.....'roc
~
18'-10"
10'-4"
l:)MUI fl:.Kl:lbMP.LL tlt: 1Nl,,;V!'4t-UKMP.N\iI:: VVIIHAMl:.I(IIJANI"'LTVY\A.IIJ~lAl~
'CLG
16'..8"
i
i ~
~
BEDROOM 2
4"
~,I
,0
-.;'V: . I ~
~~
IJ ~ -
,.0"
- -
54'-<1"
54'-<1"
10''''''
4" 2'-0" ..OO 5'-0" Er'
13'''''.
-
-
f-
-/
3040-'
'r' .... ~ ~ BATH" N" '4"" S'''" , .~" I ~
r~ ~ :_~_ T'~ gg g /:"".,L
[.. ~~ ~~. BEDR' OOM3 d:> ~
~ - ~ ~tr a to
~I/J f\ 0 ~ U ~ / / E
12'''" ~r II b,11'l'!!! ,/ .,...
co - 12'.10" ~4" .... 4" N" I ~l
@ 3-~~ 3'.2".K @l al (R807\ "ClOSET I ~1
OJ"'^"'" ::- -~. b-J ~L~"~_ ~ ~
J1 " I "I ~
~:::~~ Y~I "" ~ ~i~ : J
" =ir- I J " CLG f----
~, . Vo.O 0 BEDROOM 4 ~
OPEN BELOW-'<-- 0 0 , 1-
" ~!e ~ "-
~b a ,
" ~ I ~ ~~ ~ "I
~~": ",-.. .kr. .. 14"2"" ,.. I /
12-2x10 J/ tr
l -~r---- - ---,- - - -}"
"
"
,
,.,."
'-<1"
""""'"
1, --
"-<1"
-,
----
---- ---
la-<l"
43'....
16'.10"
@>
r -.
.~
~'e1
~ -
- - 1
I:@I
~'I
! --'
o~
It
~~
~a
i~
~~
2~
-/1
/
/
/
R807 ATTiC ACCESS: WEATHERSTRJPED 3U~
PL.YWOOD HATCH IN 22"X32" FRAMED OPENING
WITH DOUBLE CJ AND FRAMING HANGERS
DOUBlE ROOF RAFTERS WITH FRAMING HANGERS
AROUND OPENING FOR 3O"X45" GLASS VENTING
SKYLIGHT INSTALLED IN CONFORMANCE WITH
MANUFACTURERS INSTALLATION INSTRUCTIONS,
DETAILS AND SPECIFICATIONS. GlAZING TO
CONFORM TO REQUIREMENTS FOR HAZARDOUS
lOCATIONS
[ Pl.AN REFERENCE NOTES [
R30e GIIZIng . haznout 1ocdont WI hIVti glazing protection In conPormInce with
R808.lngeneral, gIamg In.adoofl &fbteclaIde I)IMII, GIaingI leU 1han8O" Ibove
autfac:rN of tuba, Ihowera,etc. GIazIogwlttlln24"lrCofdoorlln cIoIed pot/tiOn wIlh....
.....,.....80" tbcMl1loor. GIIzIngIOVWQaquarefeetand....bn 18" 1bove1loor.
GlIZing near ~11(11. See comp/Mte text ofR308.4 Gl8zlngfor apecItIcI on
IOcdonI end exoeptIonI.
R308.6 Skylights and IIoped g1tzIng IhIII COIl'lPIY 'Mlh "1& tectIon ,nil hive fully tempered
_.
R309 Glf1Ige opening protection Il'Id ~ required 10 be II noted l&/'Id In
c:onform8nca with R308.Gara;t floor IUrfaoN Ih8IIIlIi IIoped to facilitate the movement or
IIqukIs to drlln toward the main vehicle entry doorway.
R310.1.1 AIIell'l8fC/tf1CYucape Ind reacueopenlngllhaJI hive, minimum netd..r
opening of 5.7 squere feel 24" minimum c1ur opening MIght. 20" minimum c1Nr opening
wtdttl, 44"maxllH htIght.
FINAL,/NSTALLED STAIRWAYS ,HANDRAILS, GUARDS SHAlL BE INSTALLED IN
fULL COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS
NOT RESPONSIBLE FOR THESE INSTALLATIONS.
R31.. S~ ahd not be........, 36 inchM In c1....wlcfth at all pmta above the
permitted I'I8ndraII height and below !tie requlNd hudroom height. Handr8II. nM not
proJecl:ll'lOl1Ilhan ".$1nchN on ellhlIrllldeoftllt ItaNy II'ld tilt minimum clutwldthof
tht IIIU\Ry an below tilt t'IInchII MIght, Ir1c:IudIng bUdllIl'lCll8ndIngI, thaII not be
... than 31.& InchN ..,.,. a ~ IIlnltahd.on ont IIda and 271nc::he1 wheN
handrail In prov\dad on boItI tidal. The maximum rlw height 1ha118.2&" and the
minimum trMddapthahallba 9"lnceoformlnce 'MIh R31".2. Minimum hUdroom8'-8". All
1taI", IhaII be provided ViI'Ith IIIumInatIonIn accorcI8nclI wItt1 SecIIon R303.... EncIoMd
acceIIlbIe IpaOI under ItaIrI ehaII have wall.. under lItU' IUrfaca and any fIOffttI protected
on the encioMd aide WIth 1fZ..\nch gypIUm board.
R3H5.1 HlII'ldr8III havlAll mlnlmll'n and maxImw'n heIghtI or 341nchM and 38l1'lctlt4,
mpecliveIy, rneutnd vertlCll/Iy from the nosing ofltla trMdIlh8II be ~ on at IIInt
onalldeof~. A1tNq"*'d handralll IhaII be contInuouIlhefUlllangItI of.,. ItIIrI
wIttI two ortl'lOr1l..... from a point d1rac11y Ibove tha top....... of a flight to a po/ntchotiy
abcNetha IcJr.Iest riMroflhalllght.EndllhllltbemumadorehalltetrnlnlltalntlMVel poItI
or urety termInaII. HandI'8h ~ kla wall-1haI1 havt a tpaCe ofnClt!eM than 1.5
Inchn (38mm)belwa<<l tI'IawaII and lhe handl'lll. The handgrtp portiOn of handr8llllha11
h8Ye. clrcularQ'OM HClIon of 1-11<4 JnchH minimum to 2-M11nchu n'llDlimum. Edge
radlUlof1.l8".
R316.1 Guan:lllre to be minimum 381nct1e. (i1<1mm) In~ Open llIdn of." wItt1
I total..... of more than 30 Inch.. aboVe tht floor or ..,. below IMII hive QUMl. (Hd1
Iide) not.... than 34lnahN In height mauuntd vtriI~tymwn the noIIngofthatreldl.
(SICOI1d.tory guanfllre rec:omtndad to be higher.)
R317.1Slngle and tl'kIIIIpIa-GUo.moke aIIrm. thaII be InltalIed In each.1INpIng room,
outaIde ofeac:tJ...... sINpIng arM In the IrnmeclIata vJcInIty ofb ~,on IaCh
additional Moly of tht dwelling, Including baMmenta.The..rm davlc:a shall be
Interconnected In IUCh a mannarthatlha actuation ofonealatmwAl~" ofb
alarms In thelndMdual unltThea/arm1hall baCleartyaudlbleln all badrooll'llovar
background noIee IllvellwllhaRIntervenlng cIoora cIoMd. All lIT10kealannl ll'lallbe lilted
and inltllled In accordanoI wIlh the provlllon.s of till. code and the houMhold flrewaming
equipment provisions of NFPAn.
R319.1.2 Wlllctd OlIIIlng lInIIhM not'tnJ*lcIng b1m, doororwlndowhmH IhaIII'Iave a
ftarna..aprMd cIaulI'lcItlon ot not gnMIiif!han 200. Wall and oaIIIng ftnlahN IIhIII have a
Il'IlClQ.developedlndexofnotgrealWlhan<450.
R322,A vapor retarder Ihd be InItaIIlld on Iha wann-4n-wtnter llIde of a11ln1ulatlon.
R1001.1 Muonrychlrnneyathell beconltnJctecl, anchorecl,lUppor1ed _ndretnforced..
~ Inlhl. chaptern lha Ipt)IIcable proviIlotll of CMptera 3, 4ft 6wllhapplclble
c1earenon to combuatIbIH and ftta8toplng.
R807.1 Attic ICCUI. An die aca.. opan/n; IhaII be provided to ItIIc .... that aXCHd
30 IQIJn feet and hi.... a vertIc:aI htlgl'lt of 30 inchM or greater. The rough-frwned
0j)enIng Ihd not 1M leu thin 22 InchN by30 InchN Ind .MlI be ~ ill hllIway or
ot.l'NCWy IICCeM/bIll location. A 3O-lnch minimum unotlllructttd heldroom In ttlt_tIIe
spaca llhallbe provided MlOI1'Iltpointlbove lhtaccen cpanIng. SeeSecllon M1305.1.3
for eooeu requiremanta where mechanlcaI tqUlpmentl.1OCMed In atIlca.
R606.1 CornbuIIIbIe InIuIItian IhIU be sapntM:I a m1n1ll'lum of 3 ir'IC:hM from recaMIld
IIgh(Ingflxluru,1wwnotora and ottwf1eat.produclng devIcea orlepatalad lnaccordance
i::ondItIonIlItipuIated In Iha fbdurH listing. Rec:eIMd lighting Inltlled In lha
thermalen\laIopa.hIIlTlMtthe~ofSectionN1101.3.
a
f,ric. NiGO&ia
A\Z.l.HITUT
414,...8trMt,~203,Port~,N.Y.11m
Tellp/'lone; (831) 928-445&. Ftt (831) 02M&43
Emd;_~.Mt
LOT 12 Y'i:LL5 RoD.
SOUTHOLD, N.Y.
SECOND FLOOR. PLAN
Job#: 040340
Date:9121104
A-S
.
BE 20' RAFTER LENGTHS
314" COX PL VWOOO
BRIDGING
I SECTION A-A I
DUTLOOKIFL YING GABLES IF PROVIDED:
NAIl ROOF SHEATHING WITH 80 NAILS 4" O.C.
TO 4.'-0" FROM GABLE END. USE HT7JRT7
HOlDOWN AT 2X8 LADDER FRAMING 18" O.C.
BAllOON FRAME All GABLE END WAlLS
OR 8LOCKIBRACE GABLE ENDS TO 10' INT
CEILING OIAPHRAM
CONNECT RAFTER TO PLATES
AND PLATES TO STUDS WHERE
NOT ALIGINEO
W1NDOWiVOOR HEADER STRAP AT
EACH JACK STUD: 1-1/4"X20GA
STRAP WITH (4) 8d NAIlSEACH END
AND USP MP04F OR SIMPSON LTP4
PLATE AT SILL TO BAND JOIST.
I TYPICAL CONSTRUCTION ASSEMBLIES I
ROOF CONSTRUCTION:
SHINGlES: 6 NAILS PER SHINGlE, ASPHALT ROOFING INSTALLA lION IN
~CONFORMANCE WITH MANUFACTURERS INSTAlLATION INSTRUCTIONS AND CODe
WITH APPROVED UNDERLAYMENT, FlASHINGS, ACCESORIES
SHEATHING: 1116" APA RATED Pl YWCX)Q, 8cl NAILS AS PER NAlUNG SCHEDULE.
ALLUMINUM GUmR AND LEADERS ON 2X8" FASCIA BOARDS
WITH CONTINUOUS VENTEO SOFFITS
~WAlLCONSTRUCTlON:
VINYL SIDING ON TYVEK 'MTH
JOINTM'lHDOWIDOORTAPE ON 7116" APA RATED STRUCTURAL SHEATHING
FRAMING ON STUDS 1e" O.C. SIDING TO BE INSTALLED IN CONFORMANCE WITH R704.5
NtlCHORS TO
LEDGERS
"
R..30 INSUL
R~13INSUl.
~
R-19INSUL
~
,",,:
ROOF RAFTERS TO
RAFTERS AT RIDGE
oHkfCOMMON NAILS IN EACH ~
END OF 1-1W X20 Ga. STRAP 16-
O.C OR 2X4 COllAR TIES IN
UPPER '/3 OF ROOF '''O.C. ~~
I ROOF RAFTERS TO STUDS I ~
OR PORCH GiRDER
4-8ct COMMON NAIlS IN eACH
END OF 1-114-)(20 Ga. STRAP - OR
-USP RT100R SIMPSON lTS16
-NAILS PER MANUFACTURER.
r MIN. LAP
STUDS TO SlUeS
AT SECONO FLOOR
4-8d COMMON NAIlS IN EACH
END OF MI.- X 20 Ga. STRAP.
SIMILAR AT GABLE END WALLS
..;..
"
"'hlIN.LAP
"
RlhI 8OARO
sot.lO ...
BLOCKING
I STUDS TO BAND JOIST I
' AND FOUNDATION
4-8d COMMON NAILS IN EACH END OF
1-1/4- X 20 Ga. STRAP 18" C.C., WRAP
UNDER SlU OR USE USP MP4F OR
SIMPSONLT~PLATE32"O.C, FJ
SI8" ANCHOR BOLTS 48" O.C. WITH
3"X3" SLOTED SQUARE WASHERS -
USP/SIMPSON LaPS Mr'
I STRAPING TO BE GALVANIZED ASTM GRADE 33 MIN.
:w" TAG PLWIOOD
SUBFLOOR, GlUE )
NIIDf'UIlL ,
I TYPICAL UPLIFT CONNECTIONS I
SCALE: 318"=1'..()"
VENTING TO BE IN CONFORMANCE
WITH CHAPTER 31-VENTS
3" MIN. VENTS THRU ROOF
1-1.5" 1-""
1.25" 1.25"
LAV ~..V
3" ........
2" SHOWER 2" SHOWER
14FIXTUREBATH I 15HOWERBATH I
5 FIXTURE UNITS 5 FIXTURE UNITS
1-....
~'.""
LAV
1..-
..
i-....
'--1 5" WASHER I -1 '".
~. ;.. OW ST~DPIPE .
SINK
SINK 1.5"
2" 3- ,2"
3"
11/2 BATH I I KITCHEN I
4 FIXTURE UNITS 3 FIXTURE UNITS
3-WASTE
I LAUNDRY 1
3 FIXTURE UNITS
FRESH
4" HOUSE DRAIN AIR IN
ClEAN OUTS AS REQUIRED
BY SECTION P3OO5.2
112" APPROVED COPPER
SUPPlY UNES
..- CAST IRON SLOPED TO ~
APPROVED SANITARY SYSTEM
PLUMBING RISER DIAGRAM
SCHEMATIC. NO SCALE
WALLlCEILING BOARD: 112" MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKlE.
ROOF TO HEADER HOlDOWNS 18" O.C.
PB4 HEADeR TO COLUMN CAP
GUARDS AND APPROIJED HANDRAILS- SEE PlAN NOTES
PPT DECIQQIROERIFOUNDATION. SEE PLAN NOTES
COLUMN BOLTED THRU DECK JOIST
2X4 HOLDOWN CLEAT 18"0.0.
BOLTED CONNECTION - SEE PLAN NOTES
COLUMN BASEJHOLOOWN: SIMPSON PB4
TO 1f2" ANCHOR BOlT
SILL CONSTRUCTION: 2X8 PRESSURE PRESERVATlVLY TREATED SILL ON SILL SEAl
ON TERMITE SHIELD ANCHOR BOLTS AND HOlDOWNS PER FOUNDATION PlAN.
POURED CONCRETE FOUNDATION WAlLS ON CONTINUOUS, KEYED FOOTINGS
BEARING ON "UNDISTURBED SOlL SEE FOUNDATION PLAN"FQR WAUJFooTING
SIZES AND REBAR/ANCHOR BOLT INFORMATION
DAMPROOFING OR WATERPROOFING NS REQUIRED BY RO.
DRAINAGE SYSTEM IF REQutRED BY SOIL CONDmONS.
4- P.C. SLAB. OPTIONAL VAPOR RETARDER ON COMPACTED SAND
ENERGY REPORT:
Compllanct It determkled by ute or The USOOE.....1ppI'OY8d by the MCretIIry Of
ttate. The genettlI ~ oftht New YorIt SIatt Energy ConMrvltton ConItrucIIon
Cod', ChapW 5, SectIonI S02,e03,S04ll1'1d S05, thaII be met.
RESc:heck CompIiInc:e Report
NewYorkStlhl EnergyConMl'Vallon Conltrucllon Code
REScheck Software VertIon 3.5 R....1.
COUNTY 8uIroIk, HOD:5750, TYPE: OebK:hed 1 Family, HEATlNG:Non-Eleclr1c
COMPLIANCE: PaueI
Muimum UA. 48D
ProjectUA .4D
4.~ 8ltItw ThIn Code
""'" GlazIng
ArM or Clvtty Cont or Door
Per1lMter R-VaIue R-VaIue u-Factor UA
1430 30.0 0.0 50
40 19.0 0,0 2
7 0.420 3
2745 13.0 0.0 188
320 0.340 109
5S 0.220 12
80 0.340 27
1475 19.0 0.0 89
c.ono " FIoI c.ono.
CeIlIng 2: Cathedral CeIlIng
SkylIght: Wd FIWnI, Db! PInt
Wall 1: Wood-FrIIM, 18" o.c.
WIndow 1: AndeI'Mn Low E
Door 1: ~, I*tiII glUIng
Door 2; AnderHn Low E
Floor 1: WoodJoIttt
Boller 1: 82AFUE
COMPLIANCE STATEMENT: Thlt propoted bUIcIIng reprMented in tnlt document 18
contIttenl:v.1Ihthebulklrlgplant,tpeCII\cItIont.8f1doIherCllculltlonttUbmltledwllh
this permit tppIlcdon. The propoMd tystemt Mve been dUIgned to meet the
New York StIte Energy Conterv.aon eonttruction Code rwquIrements.
ARCHITECTS SEAL, SIGNATURE AND DATE IN TITLE BLOCK.
ENERGY NOTES:
CllIlng1: FlIt CeIlIng R-30.0 Clvltylnsulltton. Ventltdon baffIN.
Ceiling 2: Cathedral CelIIng, R-19.0cavily IntuId)n.VentiIItIon bIf'!IM.
W8111: WoodFI'IlM, 16"o.c.. R-13.0cavity Intulltlon
'Mndowt: U-factor: 0.340: AncIenen -Low E GIIzin;.
SkyIigt1tI: Wood Frame, 00ubIe Pant, lJ-IacIor: 0."20
Door 2: Glut, U-factor. O.340:Anderun Or.
Door 1: SoIkI, U-factor: 0.220: StetllFilerglltt.Dr
FlooR: Floor 1:Wood JoIst, Over UncolldltiOllld ep.oa, R-1S.0 CI'lltytnluldon
HVAC Equipment Inatalled In cont'ormanoe wtth SectIon 503, BoU.r: 82 AFUE MIN,
AJr lNkagt: 502.1.4JOIntt, penetr'ltlont, and all 0V'ltr IUCtI openInQt In the bullcllt'lfil
envelope IhllnllOUl'CN ofairlMUge mutt beMlleclat tpeeIIIed In 502.1.4.2.
RtcHMd lights mutt be Type IC ...-cI &nd In-...cl with no penltrltiontlM\ed or
guQted to I)IWII'lt IlirlNkagelnto the un-condIlIond tpICI.VIIpOI' Rftlrderto be
onthe~tIdt OIIlIilnon-vented cellingt,MIIt& ftoort.1.0 perm ll'IIX.
~1dentIfIcItIon: M8Nlln equipment mutt be IdInUIIed to that compliance
CIn be detMnIned and mutt be Ins1aIItd In accordInce v.1Ih the Il'lII'lUf8elurt
installation lnstlUctIon8 II'Id code. Duct Insulation to conform wllhSecIIon 503
FJrepIIcH muttbelnttaledwlttl tlght1lttlngnon-combuttlblellrep/Ke dOOl'I
end muat be provided with a touroe or combuttlon lit, II required by the building
codI ServIce Water Hutk1g to be InttaIed In confonn8nce with SecIIon!104. Inaulm
circulatinghotWllterpIpNtothltleveltlnTIbIe 1. HeetlngandCoollng~
Intul8tion to conform with SectIon 503.
a
~ It. Nit.o&ia
NlaIITUT
414 MIin BtrMt,SUlte203, PortJIIlfeI'lOl'l, N.Y. 11m
TMphone: (831) i28-441l8. FoIX: (e31) 82M543
EmaII: archll.c&O~plG.IIne.Ml
LOT 1:2 Y'i:LL5 RD.
SOUTHOLD, N.Y.
5ECTION/R15EfVENER6Y
Job#: 040340
Da\e:9121104
Scale: 1/8"=1 '-0"
By: E.N. Rev:
A-6