HomeMy WebLinkAbout31047-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-32203 Date: 02/16/07
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 64230 CR 48 GREENPORT
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 40 Block 3 Lot 3 .2
Subdivision Filed Map No. — Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated APRIL 7, 2005 pursuant to which
Building Permit No. 31047-Z dated APRIL 11, 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 TWO CAR GARAGE, COVERED FRONT
PORCH & REAR DECK AS APPLIED FOR.
The certificate is issued to JLC MANAGEMENT, INC.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0023 02/16/07
ELECTRICAL CERTIFICATE NO- 06-6287 12/07/06
PLUMBERS CERTIFICATION DATED 02/16/07 PLUMB-TECH PLUMB. & HEAT.
Au�–norizZd Signature
Rev. 1/81
(641 )
Form No.6 E70 5- Z :' -7
TOWN OF SOUTHOLD �'O
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead,
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant, If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy- New dwelling $25.00, Additions to dwelling $25.00. Alterations to dwelling $25.00,
Swiniming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 13usinesses $50.00.
2. Certificate ol Occupancy on Pre-existing Building- $100.00
3. COPY Of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Coninicicial $1 SOO
New Construction: Old or Pre-existing Building: Date. —
(check one)
Location of Property: 6La3O
3-�- ____ 6 12 e
House No. Street Harrilet
Owner or Owners of Properi y: —1
Suffolk CountyTax Map No 1000, Section 'fa qgq-�19 Block 00 03 Lot 00 00
Subdivision Filed Map. L,ot
PernnitNo. Date of Perruit.AjjVL
--_ 0, '2-,�')Apphcant: -JLL _
Health Dept, Approval: __ --- - -___UiidemritersApl)io%,al: ___
Planning Board Appr(,ral
Request for: 'I'en1porary (�ertjfieate Final Certificate: (check One)
Fee Submitted: $
Jean
'I atur
7 1 Applican ignatur
3 2.2 0
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. 31047 Z Date APRIL 11, 2005
Permission is hereby granted to :
STEPHAN ATLMUELLER
75 PARK TERRACE E-APT D34
NEW YORK,NY 10034
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR
GARAGE, COVERED FRONT PORCH, & REAR DECK AS APPLIED FOR
at premises located at 64230 CR 48 GREENPORT
County Tax Map No. 473889 Section 040 Block 0003 Lot No. 003 . 002
pursuant to application dated APRIL 7, 2005 and approved by the
Building Inspector to expire on OCTOBER 11, 2006 .
Fee $ 1 , 447 . 50
Authorized Signature
ORIGINAL
Rev. 5/8/02
IMILUji 0`3:00 MNUL�il
MUM MMOUTIF,
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S.C. TAX MAP NO. DIST. 1000 SECT. 40 BLOCK 3 LOT 3.2 1 FILE No. IPROJECT NO. 04-0590
N
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4
4
FE OJOO
%
.4.,
4
lik A.
ly
NOTE: SANITARY SYSTEM TO BE COMPRISED
OF TWO CESSPOOLS &' IN DIAMETER
P41TH AN EFFECTIVE DEPTH OF b' EACH AND
A SEPTIC
14
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waVIVISION
..r or- 009-yol
-1. -
NOTE-5t o1z Fo", - 4,NTO*
-STEPS, SEPTIC 4 WATER LOCATIONS AS PER MI ;FLOLIC,
(ove-1-1116
-REVISED JANUARY 25, 200-T ADDED 5EPrIC5 4 WATER.
-o2lotil2cia7 REVISED SEPTIC5 AND STAIRS 50065
-02/13/200'7 REVISED SEP-nr, OFFSETS
@ H.W.J. ALL RIGHTS RESERVED. LAND
Unauthorized alteration or addition to this document Is a violation of Section 7209 of the No. York State PROJECT-
Education Low.
Certifications Indicated h....n sholl run only to the person far w1hom It [a prepared and an his behalf to PARCEL *2 ON THE MINOR SLWIVISION
the Title Company. Governmental Agency and Lending Institution listed harem, and to the onsignees of the
lending institution. Certifications are not transferable to additional Institutions or subsequent owners. FOR A.L.R FRANCISCO
Copies of this document not bearing the professional's Inked seal or embossed seal sholl not be considered
a wild true copy.
The offsets (or dimensions) shown hereon from structures to the property lines are for a specific purpose SITUATE AT. SOUTHOLD, NEW YORK
and use and therefore are not Intended to guide the orection of fmces, retaining wolls. pooje, patios, planting
areas, addition to buildings or cry other construction. DATE. JANUARY 2005 SCALE: 1"=50'
CERTIFIED ONLY TO: SURVEY DATE:1 A/2005 AREA 1.71 ACRES
ADVANTAGE TIT1LE
CHASE BANK, ITS SUCCESSORS AND/OR ASSIGNS FILED MAP NO. DATE FILED
9R`IANO LEARY & LUCY O'LEARY FIELD BOOKS bk.478 p-56 DATA DISC 04-0590
FND.6/08/05 UND. CONST. FINAL 1 /11 /200
By HAMONS WEBB JAEGER PLLC
MATTHEW D. CRANE N.Y.S. UC. NO. 050065 L.S. DUUM-AOIIITECrr��PLAWM
DESIGNED DRAWNJ.J.M./CWJ CK'D. M.C. go M11)fal 11L SAUNNO 0-SUCIE 1, MEWM,NEW M 1IM3
13TAL MM l(M)732-7777,FACOU(111311)732-7M
..r
SX)rFuLt
C2 Fax(516)765-1823
2C
Town Hall,53095 Main Road r" Telephone (516) 765-1802
p. 0. Box 1179 41V
Southold, Now York 11971
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I F I C A T 1 0 IN
DATE. OZ11_1 6 /,200 7
Building Permit No. 3 1 0H ZZ
owner: 'nC Matlaacry)c-) )nC.
(please primt)
Plumber: PILAXn � Tcc-k
(please print) Tj
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
QpZiumbers si—gnat—ure)
sworn to before me this
day of r–
C'�� 2-IR 0
�Prc) I j< J county
Notary Public, - Ski
Qvn
LAURA CANGEMI
�NOTARY PUBLIC, State of New York
No. 50000611
Oualified in Suffolk Cou
Commission Expires March 19!�20-07
10
To Whom It May Concern:
1, BRIAN O'LEARY and LUCY O'LEARY being duly swom, state as follows:
I We are the purchasers of the property known as 64230 Country Road, Greenport,
New York, tax map designation:
1000-040.00-0300-003.002
re supplying our own to, Cv�; w residenck-.
BRIAN O'LEARY
LUCY O'LdARY
Sworn to before me this
dayoffebru 07
Aj
NOTARY PUkIC
ADRIAN RODRIGUEZ,in,
NOTARY PUBLIC, STATE OF NEW YORK
NO 01R050557Z2
OUALIFIED IN NEW C
WMMIS I SION EXPIRES �/
tNf So
u
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION IST ROUGH PLBG.
FOUNDATION 2ND INS ION
FRAMING / STRAPPING INAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
RRERESWANTCO
,91�71IJCTION I FIRE RESISTMIT PENEMTION
REMARKS: 4CD
z�
DATE INSPECTOR-
zt- SO
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION IST ROUGH PLBG.
FOUNDATION 2ND �INLATION
FINA
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESWANT PENETRATION
REMARKS: �Laj-
-6,
DATE INSPECTOR
rof So
co
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION IST I ROU PLBG.
FOUNDATION 2ND =NSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
REMARKS: 971—C —
c
DATE INSPECTOR--7
Y_
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION I ST [ ,fj�ROUGH PLBG.
�UNDATION 2ND INSULATION
V FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
REMARKS:
zl�1���
DATE -INSPECTOR
f
4
80
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUND ION IST I ROUGH PLBG.
IF DATION2ND ] INSULATION
FRAMINGZQ I FINAL
FIREPLACE & CHIMNEY I FIRE SAFETY INSPECTION
REMARKS: Ciel".;s ('7-
17
DATE 1 1,21 INSPECTO
765-1802
BUILDING DEPT.
.l..' NSPECTION
14FOUNIDOATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ FINAL
[ I FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
REMARKS:
-4� uy�hs
L ZZ
v
DATE INSPECTOR-
76S-1802
BUILDING DEPT.
INSPECTION
DATION IST ] ROUGH PLOG.
FOUNDATION 2ND INSULATION
] FRAMING ] FINAL
] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
REMARKS: wc_
ZZ J
v
DATE INSPECTOR
FIELD INSPECTION REPORT I DATE COMMENTS
C,
FOUNDATION(IST) _r_
-------------------------------------
21
FOUNDATION(2ND)
17
-31VI
.12
AA
ROUGH FRAMING&
PLUMBING
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL co//
ADDIT12?!��colmmENtg'
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CtfECKLIST
BUILIONG DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey
www.northfork.nettSouthold/ PERMIT NO. 0q Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 20 Contatt:
Approved_20 Mail to:
Disapproved a/c
Phone:
Expiration-------, 20
Building Inspector
Ar APPLICATION FOR BUILDING PERMIT
/�6 N
Date 3 8 20 Off
INSTRUCTIONS
is ication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets 6T plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on pmmises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building permit shall expire if the work authorized has not commenced within 12 months 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 emitted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursusird to the
Building Zone Orchnaurce of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
C t-4 an a Q cm cn4- ) Inc.
(Signal=of applicar(9f mine,if a corporation)
7 8r-CLJ1cV Ln. � E. 143r-!C-1-)C5',/
(Mailing/addrms of applicant) NY I I L/4 L)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
jGrrj--,crcL1 Ccy-Jy-ctc4cr
Name of owner of premises 5 �Cp�C n C, Ck $�J aetjrr
I (As on the ta deed)
Ify is o 'on,signature of dWy author
i ed off er
(�;e C-4 T
(Name and title of(*orate officer)
Builders License No.
Plumbers License No. 3 1 H
Electricirms License No. L4 72 tf-
Other Trade's License No.
6,L/
1. L�O�d on which proi�uosed work sviv be done-
House Number N( 9-treet 0-a —0 Ll
Hem-let
CountyTaxMapNo. 1000 Section 40 lock 3. _ . . . Lot
Subdivision Filed Map No.—Lot
(Name)
" ,--)c)r- P. Fr-C&,),C'SC0 -)
p Ck_rC e 1 47
2. State existing use and occupancy of premises and intrileju d�cupancy of proposed construction:
a. Existing use and occupancy VCLC
b. Intended use and occupancy On C
3. Nature of work(check which applicable);New Building N,/ Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost -11 75 Coo oa (Description)
Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units___J_Number of dwelling units on each floor
If garage, number of cars 9-
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. r, � C4-
7. Dimensions of existing structures,if any:Front Rear —Depth
Height Number of Stories
Dimensions of same structure with alterations or additions:Front Rear
Depth Height Number of Stories-
8. Dimensions of entire new construction:Front-7� //0 Rear 7,1 /0 " Depth
Height -Number of Stories J-
9. Size of lot:Front-25d. &2' Rea I 3. 2-C) Depth Lild, 83
10.Date of Purchase I'" C-0"4ra c tanneofFormerOwnerk/cl 1"0" Nre JO5ZV � 1�0
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES—NO
13.Will lot be re-graded?YES NO v1 Will excess fill be removed from premises?YES NO
14.Names of OW 5f iq,-dqc , NJ N./ Ph
net o pre4oses A frpuj;� I r- Address one No.
NameofArchitec C tTz�6T y I t-r-r AddressQ�'vrf��cl,94
--J�C_ 4/-PhoneNo 2-0 8 88"576
Name of Contractor L C-)C�+ AddresV,P p-)'C-kc Phone No. 9 6 C/ 12 1
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wedand?*YES—NO
•IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this prop"within 300 feet of a tidal wedand?*YES NO
•IF YES,D.E.C.PERMITS MAY HE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF
J<J,n G- Gxnc
being duly swom,deposes and says that(s)he is the applicant
(Name of individual signirr�kontract)above named,
(S)He is the I"I CO"4T-CtC-+ "'Vk / C7C-kiCy-CZj C-4r'r-
(Contractor,Agent,Corporate Officer,etc.)
of mid owner or owners,and is duly authorized to perform or have performed the mid work and to make and file this application;
that all statements contained in this application are one to the beat of his knowledge and belief;an t t will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
Z3 dayof Mc)er-� 200,5
kaA-U� G�Cje A-4-i A J, 7/---
Notary Public Sikqwc of A19,1wair
LAURA CANGEMI
NOTARY PUBLIC, State of Now York
No. 54�,3611
Ounlified in Suffolk COL
Commission Expires March I �.�00
COUNTY OF SUFFOLK 3?
(a
STEVE LEVY
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF PUBLIC WORKS
RICHARD J.LAVALLE,P.E. CELARLES J.BARTHA,P.E. LESLIEA.MITCHEL
CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER
CR#48
Project Name: Minor subdivision for A.L.R. Francisco
Applicant Name: JLC Management hic.
Project Location: Greenport
SCTM# 1000-40-3-3.2
Date: 10/6/05
Z APPROVED
Fj DISAPPROVED
Fj APPROVAL WITHHELD
Pursuant to Section 239f of the New York State General Municipal Law and subject to the
stated conditions:
Permit not required-No additional improvements required. However,the applicant should investigate
the available"sight distance" at this driveway's intersection with the County road to assure proper
vehicular visibility. Brush should be cleared to provide this visibility. Also, no belgium block curbing
is to be installed upon the County right-of-way.
By: z
WiLlfiMam Hillman,P.E.
_,��n,P.E.
Chief Engineer
SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER
(631)852-4010
335 YAPHANK AVENUE YAPHANK,N.V.11980 FAX(631)852-4150
TOWNNILLAGEOF 6-1Z"-7J?0r�'
ADDRESS 6 q 1-30 c-fz- th?
�0,040 11
BUILDING DEPAwrMENT
DATE:
SUFFOLK COUNTY DEPT. OF PUBLIC WORKS
COMMISSIONER
335 YAPHANK AVENUE PnO rC TT "nA
0 4 2005
YAPHANK, NY 11980 P.M-01M
Dear Sir: DOCUMENTN04;:�PL
In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of
New York. this is to notify tile Conlin issioner of Public Works of tile County of Suffolk that
Name&Address of Applicant 1np44.47tMe-VT /)L ,
69.0 d A /Ll -7. 11,)41- v
has applied to the Town/Village of �LO 40 for the issuance of a
permit in reference to property located on the:
N &E W side 6'-JZ-30 C.R. 1119
Distance 6�e-- 0 LP A/04 k 00 03 6) . 00 3. 00-1, N S E W
Village 6-tz'e� VI I Por T- Town -'�Oa-Ao
As shown on the attached survey or site plan (3 copies needed),dated
We shall withhold further action on this application for tell (10) business days for the aforementioned
Section 239f.
Very Truly Yours,
Building Inspeect
Building Permits Only
Date: 10/6/05
APPROVED / DISAPPROVED/APPROVAL WITHHELD to the Town/Viliage pursuant to the General
Municipal Law subject to the stated conditions;
See Attached
SUFFOLK COUNTY DEPT. OF PUBLIC WORKS
CHARLES J. BARTHA,P.E.,COMMISSIONER
By:
RICHARD J. LAVALLE,P.E.
CHIEF ENGINEER
Apl)hcant/ Date.
Owners Naiiic:,.. IL
Architecv
Submitted:
SCTM
Divript: I A0 Section: �0 ffloc,k:
Project 114 Subdivision
Location: '2>0 Ce Name:
Sin le &, separate Required
CCIX�Cmiow (Yes I No)
754�,e
K0q.
d
Vroposnd� (Side Ya(d 11coposed: (Rear yikr
9-0-1k), 1/41
Project Description:
AGF,KCWERMTS
RM UTR]tD EO—R PT VIE N.A. NO YES
Suffolk Cou�q fle-alth-Dept.
Nim York ftte, D. E-.C.
T0Vm Tnwt6m
Town ZoaWg Board approval-
Town Pla'aming Board approval:
Flood.Plaue,Elevation V?
Flood Zone-
Nodos:
-2o
g(nd
Town Of Southold
P.0 Box 1179
Southold, NY 11971
RECEIPT
Date: 04/07/05 Receipt#: 1614
Transaction(s): Reference Subtotal
1 1 Septic Permit- Construct- Resid. 3454 $10.00
Check#: 1614 Total Paid: $10.00
L4 o
Name: JIc, Managment Inc
& Bradley Lane
East Moriches, NY 11940
Clerk ID: FRAN, Internal ID:3454
S.C. TAX MAP NO. DIST. 1000 SECT. 40 BLOCK 3 LOT 3.2 1 FILE NO. IPROJECT NO. 04-0590
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NOTE: SANITAR( SYSTEM TO BE GOMPR15EE)
OF TV40 CE55POOLS &' IN DIAMETER
TEST HOLE NITH AN EFFECTIVE DEPTH OF 8' EAGH AND
A SEPTIC TANK OF 1000 6ALLON5
TEST HOLE 1
MCDOINI-LD de�IEW-E
IA4105
DARK ELV.285
BROM
SILTY
LOAM
(00
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FACE
BROININ
FIM TO
+ SS I'llvium
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04-
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91,11504 Folz F9,,b,
NOTES: +2A4 SUB r 009,1,OA
0 HATM
Fojzt4eg�� IN PAU
1) PHELLINGS V41THIN 150' UTILIZE PUBLIC KATER. NOVA OR Ple, BROW
_jC FINE TO
2) PROPOSED ELEVATIONS ARE UNDERLINED. HIEDIUM
(51P)
H.W.J� ALL RIGHTS RESERVED.
Unauthorized alteration or addition to this document Is a violation of Section 7209 of the New York State PROJECT:
EdInc.ticht Low
Certifications indicated hereon sholl run only to the person for whom It is prepared and on his behalf to PARCEL #2 ON THE MINOR SIJEIVIVIVON
'fe Title Camara, G.,.mor.roul Agency and Lending institution listed hereon, and to the designees of the
lending institution, Certifications are not transferable to additional Institutions or subsequent owners. FOR A.L.R. FRAN01500
Copies of the document ,at her,!., the pr.f..sior)al*s inked seal or embossed seal shall not be considered
0 valid true only,
The offsets (or dinnerechs) shown hereon from structures to the property lines are to purpose SITUATE AT: SOUTHOLD, NEW YORK
and use and therefore ore not intended to guide the erection of fences, retaining ting
addition to E.HdIr,, or any the, coneirraction. D RY 2005 SCALE: 1"=50'
_5F.:- JANUA
CERTIFIED ONLY TO: TALY -SURVEY DATE: 1 A/2005 AREA 1.71 ACRES
FLED MAP NO. — DATE FILED
FIELD BOOKS bk.478 P-56 DATA DISC 04-0590
Air ND.(3/0 /05 UND. CONST. FINAL
F
N r
By HAWKINS WEBB JAEGER PLLC
MATTHEW D. CRANE N.Y.S. LIC. NO. 050065 L.S.
ENGINEERS—MCHITECTS—SJRVUORS—PLMNERS
3239 ROUTE 112,BUILEXING 8-SUITS 1, 1 NEW YORK 11763
DESIGNED DRAWN O.W.J. CKD. M.C. STAB. 1872 PHONE(631)732-7777.FACSIMILE(631)732-7760
SIC, TAX MAP NO. DIST, 1000 SECT. 40 BLOCK 3 LOT 3.2 1PROJECT NO. 04-0590
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W E
240
2
S +24.4
4 243
K51 d cjd�
4 %
26
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+21.1 N'll [,TV Sl
4
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Mi
0-I ,� CL--0-5—'0
.0 ir- -
�7l
4
OVAL
h ;2
+24.4Z
+2li
NOTE: 5ANITAIRY 5Y5TEM TO BE COMPR15ED
OF TIoIO CE55POOL5 8' IN DIAMETER
TEST HOLE HITH AN EFFECTIVE DEPTH OF b' EAGH AND
A 5EPTIC, TANK OF 1000 &ALLON5
C,
Z
pe TE T HOLE # 1
Irbi
PARK FLV.265
LOAM
0 If (OL)
SILT
0 2151
4'
lul
PALE
EIROM
FINE TO
MEDIUM
255 5AND
2,
qtl
OR 5U1301,41i'5101A FOR 14.2'
NOTE5: 24.4 �el- ol, V*A Ill OF Gol KATrR
,E,Rr IN PALE
1) E)HELLIN65 NITHIN 150' UTILIZE PUBLIC, KATER. F SIZOINN
2) PROP05ED ELEVATION5 ARE UNDEPLINED. L-NAV NOVA vviS�R)
FINE TO
I'll
5AND
(51p)
I i.W.J. Al L RIGI ITS RFSERVED.
,�Joarthe,i,,d chlei-ati,r, or addilion to this document is a viclation of Section 7209 of the New York State PROJECT:
PARCEL #2 ON THE MINOR eUBDIV15ION
tiflarrticrl� irdocAcd lerimn shelf run only to tire affisen for whom It ie prepared and on his behalf to
iLle Com,on, Governmental Agency and Lending institution listed hereon, and to the designees of the
Nllllf,,�n C,,t,fdhUr.s are not transferable to additional institutions or airbseqUent owners. FOR A.L.R. FRANG1500
Carl o' thia draLrmern� riot bearing the rafieparnal', rk,d seal ., arohNeSed Head Illicit at be a.c.1dered
"HT True
Tile arrests (or dinionsions) shavIn hereon frorn tractures to the property lines are for a specific purpose SITUATE AT: SOUTHOLD, NEW YORK
,,,J urn ,ad Iloar,h,�n ,,a rnT intended to old, if,. erection of r.,us., ret.1rur, wells, pcols, at;.,, pill
o:,,re, prI in buildirT5 , or), other DATE: JANUARY 2005 SCALE: 1"=50'
CERTIFIED ONLY 10: SURVEY DATE: 1 /4/2005 AREA 1.71 ACRES
FILED MAP NO. DATE FILED
FIELD BOOKS bk.478 p,56 DATA DISC 04-0590
FIND. UND. CONST. FINAL
Dy HAWKINS WEBB JAEGER PLC
MATTHEW I CRANE I LIC. NO. 050065 L.S, ENGINEERs-ARcHilECTS-91.11IRVEYORS-PLANNERS
3239 ROUTE 112, 3011 8- SUITE 1, MEDFORD,NEW YORK ?W3
DESIGNED DRAWN O.W.J. CKD. M.C. ESTAB. 1872 PHONE(631)732-7777.FACSOILE(631)732-7760
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
RES checkSoftware Version 3.5 Release I
Data filename: C:\Butler Engineering FiIes\Jobs\MISC_JOBS\Misc Jobs 2005\050035 - CANGEMI Spec 2800 SQFT
(Redwood)\energy.cck
TITLE: Proposed Residence
COUNTY: Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE: Detached I or 2 Family
HEATING TYPE: Non-Electric
DATE: 03/24/05
DATE OF PLANS: 2/17/05
PROJECT INFORMATION:
6340 North Road
Greenport, NY
SCTM 1000-40-3-3.2
COMPLIANCE: Passes
Maximum UA—408
Your Home UA=331
18.9%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 1541 30,0 0.0 54
Wall 1:Wood Frame, 16"o.c. 2074 13.0 0.0 150
Window 1: Vinyl Frame,Double Pane 198 0.340 67
Door 1: Solid 42 0.220 9
Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1541 30.0 0.0 51
Boiler 2: , 84 AFUE
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. s stems have been designed to meet the
New York State Energy Conservation Construction Code requirements. ign Professional has stamped and
signed this page,they are attesting that to the best of his/her knowled ffir dgment,such plans or
specifications are in ompliance with this Code. Co I
Builder/Designer
rM
0 4
sslo
I
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release 1
DATE: 03/24/05
TITLE: Proposed Residence
Bldg- I
Dept.
Use
Ceilings:
I. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
1. Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation
Comments:
Windows:
1. Window 1:Vinyl Frame, Double Pane,U-factor: 0.340
For windows without labeled U-factors,describe features:
#Panes—Frame Type Thermal Break? Yes No
Comments:
Doors:
I. Door 1: Solid,U-factor: 0.220
Comments:
Floors:
1. Floor 1:All-Wood JoisttTruss,Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
1. Boiler 2: , 84 AFUE or higher
Make and Model Number
Air Leakage:
Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials.If non-IC rated, the fixture must be installed with a
3" clearance from insulation.
Vapor Retarder:
Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors.
Materials Identification:
Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
Materials and equipment must be identified so that compliance can be determined.
Manufacturer manuals for all installed beating and cooling equipment and service water heating
equipment must be provided.
Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
Return ducts in unconditioned attics or outside the building must be insulated to R-4.
Supply ducts in unconditioned spaces must be insulated to R-8.
Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
Duct Construction:
I All joints, seams, and connections must be securely fastened with welds,gaskets, mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g. (500 Pa).
Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
Cooling ducts with exterior insulation must be covered with a vapor retarder.
Air filters are required in the return air system.
The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
Separate electric meters are required for each dwelling unit.
Fireplaces:
Fireplaces must be installed with tight fitting non-combustible fireplace doors.
Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code ofNew York State ,the Residential Code ofNew York State or
the New York City Building Code,as applicable.
Service Water Heating:
Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105'17 or chilled fluids below 55 'F must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thicknessfor Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to I" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thicknessfor H-VAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(F) 2" Runouts I" and Less 1.25"to 2" 2.511 to 41'
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
el,
llr
r I , . , , 1,
Iloilo
T! 1p�li3O;flie6m
WIND
CUROUND U
SNOW SPEED mxpovuiom WIL 0
ItIfil 414A Trals Op
PATION 'e,
CATiA !T� LOAD
iAK,
I' �-*I6T%?N1
t.9
Fig Sol
We 24*por 21
fi, I r I � " I
45 poll 1�0
" if
ier,
Cc,TRACT40o OPTION,
C4mll,,*baE4,,igkT .�:r iel el :$5IE,4U?ETAILC R
HIS W
WIND
INSTAI.L. 510111 OTRAO-PING ' NISH 1014
ON THE POT510i OF THE SHEATHING W JIM
RWUIREM#NTS
WIN TNE116AMIF NUM11i OF
NAILS AND SIZE ^o,rEw5CRIi
IlLPSE VEff
ON THE ATTACHED DETAIL SHEETS
A OPENING PROTECTION BY
PERSUANT To 160v.,A� SEE
FASTENING SCHEDULE ON
7
A. .�if
WOOD FRAME CHIMNEY
ij
WITH INYL SIDING =Z=
0
T
TOP OF PLATE ---- -- TOP OF PLATE
rnWT V106F VPNT
ef l.,
E�
moo o"
-4
P
.:e TOP OF SPeFLOOR tal- OF %UEFLOOR
TOP OF PLATE
TqP OF PLATE
,u
.-JILAILL.
*V
4�
1� —-—-—-—-—
'I i;"I�.'e 7
—444
Ij T,fe, i,
lie,i; 'j,' I
doom
-MEMM ------
TOP OF SUISFLOCR TOP OF BUSPLOOR
---- -- ----—---
TOP OF FOUNDATION
lil TOP OF FOUNDATION
I A
An
An
--------------- -...... -------------------
--------------------- --- --------------------------
(All
r.kY1,-J STOP FPAI
�e ------- -------
---------------------- ----------r-----------------
TOP OF FOOTING —e x Z u-
A I ---- TOP OF FOOTING
L 11 ------------------ IS if
Ile...
PLUMBING
llp
ALL PLUMBING WASTE
a: K
&WATER LINES NEED
TESTING BEFORE COVERI
CONT. RIDGE VIENT
ONT gLfEv NG
PLUMBER CERP! FION
ON LEAD CONTENT An
BEFORE LL CONSTRUCTION SHAU u- 0
CERTIFICA TE OFO0q-UfANC Y
4 12
Md, THE REQUIREMENTS OF TH U-
7 SOLDER ED IN WXTER' CODES OF NEW
rYORK STATE
SUPPLY SYSTEM CANNOT H-
EXCEED 2110 OF I% L EA D. CERTIFICATION OF
--- NAUNG & CONNECTIONS
"P, e REQUIRED.
TOP OF II
TOP OF PLA71R ------
RETAIA STORM WATER RUNQF� CID
PURSUANT TO SECTION 45-1 OC 7-
---------- DONOTPROCEEDWITH
OF THE TOWN CODE.
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
12—
e, k ED.
TAPA I
U1,
Ir ni MIMMUM UNIFOIRMLY 0IsTRJ5i LOAbs (psi) ALLOWA15i-E DFFI-�TION OF
STRuc ZEFFIRIEY T� IS EiR,
4 TOPOFW USE LIVE I-OAD
L Top OF SUMFLOOR WreRIOR STRUCTUAL MEMBER ALLOWABLE 9
DEFI-ECTION
TOP OF KATE 7cF, OF PLATE 40
PASSENGER VEHICLE GARAGES ro RAFTERS HAVING SLOPES GREATER THAN 31V�
AtTics WIT14OUT STORAGE 10
WIT L/ISO
ATTICS WITH STORAGE 20
-------- pl OTHER THAN SLEEPING ROOMS 40 INTERIOR WALLS AND Pi H/160
51-BiPINrl ROOM$
so FLOORS, AND PLASTERED CEILINGS --71—�o
STAIR5 40
GUARlDl AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/UO H-
Z
f>(TERIOR WALLS WITH P-A6TFIR OR STUCCO H/360
FINISH
W W
EXTERIOR WAI-L"IND LOADi BRIMS
MINIMUM ROOF LIVE L.Ol,406 IN FOUNDS-FO CE 0
-/240
FIER SS4&f.1 FOOT OF HORIZON AL PROJECTION - IL-
ALSAITANY LOACO S'WIT14
qk�RW
-7 ID?- K
J,- TOP OF SUSFI-Oi - AREA IN SQUARE MET AN WrGHT
FOR ANY STRUCTURAL NOTE. L- WAN LENGTH, H- SP
TOP OF FOUNDATION ------ REOURED
TOP,OF "UNDATION 0 TO W1 TO OVER
A. THE WIND LOAD SHALL BE PERMITTED TO MR TA,� AS 0.1 TIMES v
Of*E ?po ±0 6,, THIS COMPONENT AND "ADDING LOAD& FiOR THE PURP06E OF THE
DIETIEWINING CFfrL6Ct10N LIMIT& PPIREIN.
111 A
I ft LAi AN 4 INCHES PER Foder 20 16 12
e APPROVED AS NOTED
A A i t
A A A I OCCUPAN
Plot, 1466T (45) TO US" THAN CY OR Byj
]1, 14 12
-------------------------------------------------------- CHESK I : ; DATE:
r I A I
------------------------------------------------------------------------
WALL USE IS UNLAWFUL FEE: BY: 4�mol
pEsk I� INCHow F* FOOT eill)AND GREATER 12 12 12 TtFY BUILDING DEPARTMENT AT
- WITHOUT CERTIFIQAT
ri C-1802 SAM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
,�T OF OCCUPANCY 1. FOUNDATION , TWO REWIRED
-------------- --- ------
--------------------------------------------7 7OP OF F7
TOP OF FOOTING A A T- p" FOR POURED Q0NCRET% 2
----------- ----------------- ------- ----------------- ---------------------- --------- 1 -3,
2. ROUGH - FRAMING A PLWBING
3. INSULATION
,e, PAGE
4. FINAL - CONSTRUCTION Il
RIGHT SIDE ELEVATION BE COMPLETE FOR C.Q
FLOOD ZONE ALL CONSTRUCTION SHA4L_ME
L-----3EQUIFIEME 4TS OF THE C=%OF NEW
I
-46-
COMPLY WITH CHAPTER YORK ST
ATE. NOT RESRONSIBLE FOR
FLOOD DAMAGE RR;:�jPNqtcgi nr.-IAN OR rQHSTRU0QW ERRORS.
SOUTHOLD TOWN CODE.
SEE DFrA[4 SHEET F
HIGIH WIND CONNECTION
RRQUIREMENTS
OPENING PROTECTION BY
WOOD STWICTMAL. PANELS
ENT
CONT. RIDGE PoSsUANY TO WE
? FASTENING OV4MMILC ON
DETAIL 15HENT IN THIEW
�10
d
si I
or,
W. TOP OF PLATE
TOPOPPLATL
CONT. Itpoe veir
CONT. RIDGE VENT
L
TOP OF SUIBFLOOR -
YL 3Z; t
TOP OF PLATE ------
mx
i.ko
TOP OF SUSPLOOR
TOP OF SUBFi-OOR
rl ------ TOP OF FOUNDATION
TOP OF FOUNDATION
U4
OWMK WALL,
ISSLOW dRA;?P,
-------------------------------------- ----------------------
------------------------------------------------------- ----------------------------------- ----------------7-4----- ------------------- ---------------- TOP OF FOOTING
TOPOF FOOTING �7---------- ---------------------- ------- ----------------------------------------------------------------------------
Z U-
r, EAR t-LEVATION
a If
3:
CONT. RIDGE VENT U4 U') 43
'41
j
I IVE
V
TOP OF PLATE EY T.
TOP Of: PLATE
------------ GR
STE:
4
—Tyl-� 10
J&FREY T, BU ER, F.E,
14
top op'auoftom
TOP CIF SU13FLOOR - . .I I I I I
TOP OF PLATE ------ TOPOFPcATv
Ln
to
in
;z m
I'd
TOP OF WEIFLOOR m
TOP OF SUBFLOOR
TOP'OF FOUNDATION
TOP OF rOJNDATiON ------ In
I r
-WEEK
WALL I
-------- --------------- ------- ----- ------------------- TOP OF FAVT"&
TOP OF FOOTING I I
------------- ------------------------- -------------------- --------------------
I r=ffl-E
3N
' t-FT sior= ELEVATION
of
:7 I"T 7 It' It 11� I
T
SEE DETAIL SHEET FOR
HIGH WIND CONNECTION
Rroul ENTS
OPENING PROTECTION EFY
WOOD STRUCTURAL PANELS
PERSUAW TO SSE
PASTRININa SCHEDULE ON
Vill'
IF =fTAII_ SHEMI IN THIS W
2'0" 514" 19,01, V ID, 2110,
3.q.,
4'4" TO" 410, T' w 7101,
F�
01%v
IS" CIA x MIN 46 DEEP
TO UNDISTURSEID SOIL OF DECK ABOYS r-,
P.C. PIER WITH 6.6 CCA
2�Nl�;"ZCA
LINF OF DECK ASOVE, POST TO DECK GIRDER.
ANCHOR PIER DETAIL
13
G rlei5i SWEET, TT`P,
r a" CHEEK
DROP
Ijn -A 2ILLT- ------------------ ---------- -- -------------------------- -------- --- - ------------- -------------
------------------ -A
CCA
---------------------------------------------- ----- --- ----------- ------- ------------------------ --------
-- ----------------
-------------------------r----- -------=J* -----------
.1, L
4 --------------------------------------------
_'*��SrAll POCKET
GROUT SOLID
A
t, �!66 'd
_4�
�4
> AVATIRD GAIRAC&
C-.b
: 24P
14' I(Y'
4' PIC. SLAB
uu,w.m,
pOMICU, 19"
---Vi t?N,4
4
PITCH TO 0.144,0.
bib, P.C. SWIS OVER
61
FURNACE PER (:DOE --- --- ACONCIRSTS FOOTING
o
i(TYPICAL) : .4 111
0 SEAM POCKET 114 xrIN I
-- cw-+
6RO.IT 50LID Ly, OW Mio
5'9" 51 to,, 7.
MACE
x 11%, 10'4" 10,011
12
2-3 STEEL CCLUMNJ 12 1%, 11%" "41, �p ;WW JQLID
34"x4S'FKl2` PCUREO YL. GTIR
CONCRIETF FOOTING
----------------
TA W IL
in
s"Y
11 16" Til X0 FIJI 14" Zp_��
ul .
Ly 0
'A
xlw
ar IIF
SEA" POCKP
....................
GROUIT SOLID IF
i;, !"':F. 1.2T fz� _
- ------------- ------ --
--w-----------------
i A i
6 .............
W' NICK X OC" H164 in
P,C. WALL ON 16" X 0'
POURED CONCRETE FOOTING, TYP,
------- -----------------
------------- -------------- -------- - - ---------
PROVIDE ANC14OPQ SCLT6 AT EAC14 C®RNER " . . ; . t".: I ', .;. . I
SIMP24IN PHD5 (Typit;AL� -SEE 01�A'IL. SHEETS ----- - -------------- --------
41L
E a 6-------------------------------- -------
LTS SIEETS
LTS '�A'L.'
PROVIDE 94" ANCHOR SO TS W" 0.1. 1A1 ----- --------
NIO r LW5SR ------ w
WITHIN V OF EACH SPLICE IN PLATE
SEE DIETAL ePEE7 FOR INSTALLATION
------------
- -------------
q L) bl
2-UIOI CCA GIRDER 2-" CCA GIRDER nig G?A 4 2-2xI0 CCA S
G? _I * 2-2919 CC�
R-, T
L704fbi� aoz ABOYE
7,� -I L I N 6 eIF 0 M K A nw-op-a+-K-W6�� c�
7'1" 7'7" 11 7
7 7'7"
A
f, JV;FRET T. BU
Y 2" 11'4" 11 1 Iw- lip 4"
To
-7 JW
�RFVF p
W
uJ 0
FOUNDATION FLAN 0 IYZA
co 6
uJ
Er
SMOKE DETECTOR
INTE"CONNIECT II CODE IL- 0
43 Z
CARBON MOI 0ETECTOfR
ONE PER FLO:* Lij
CD Z
5"S
FURTIACEZ
HAZE
...........
PAGE
elm DETAIL 64LT FOR
HIGH WIND CONNECTION
REGURVM�Ts
01-OWNO PROTECTION BY
WOOD STRUCTURAL PANELS
PERWANT TO tSO&I.4, SEE
FASTENING SCLIFOULE ON
DETAIL 614MT IN TH18 SET
k0l
76' Ill'
,;l 12'0" 15'4'
.. ....... 7' 10" 7'6" 7' 1" IV P, 7'8" 4'3' 28'5"
ANtlJL PER Coos
STEP
STAIR AND RAIL
PER COOW m D"Na
mc CCA
DECKING TW28110
AIIIIIIIIIIII,
i
PWO 60611 ----------
2-W2 WOR
fy.:
0
7
FAMILY ROOM
CATH, CLa.
7 T yrrrr 2'
FLOORING
"A,
C.IL 5" F.
KITCHEN 1
't TT
SIC, Hat
s'a,' rLG. wd,T. -2 OAK RINI I-OLM, IQM.
42" PREFAI3, ZERO CLEARANCE
n OAK FLOORING
WOCO BURNING FIREPLACE WITW 20", 01? IF.
I pl., I In,
IL -------- AND
HEARTH PER CODE (NFFA 211) CEILINGS PER CODE
ODE N -1 nm'
PROVIDE FRESH AIR INTAKE 4 Lu
AND GLA66 DOORS PER C DRAIN, ll� 1%" IIV LVL, S1110SER :5 144" k IIV' LVL. GIRDER
VIBRIFY SIZE - —-—-—-—- Up
2XI2 RIDGE A5CV5
F-06T FMOM Wi.
'HOR TO� RIDGE I I I I-
2 1%" . 11'4" LVL STP%ICT. RIDGE 10'4" 10'4"
if 17-
-T - —- — - —-— - -T- - I n
KANT SAO j! TFCO 41-1- ROF [------- ---- -4 , f I �_,POST P05T
CONNECTION L FLLJ614 CONN.
4-2A* 4-2X4
q
Ij x
LYL, ��MMT SIFARINO WALL 4
LV 4�Will" Ull
f13, I I I ID
0 2-1%"x;06 LYL. I b
4
10
IIL AW
'AK,
IF t wviwg)kw* Lu ch
C44 NOT�
t DINNG JR0011
4� 47 n OAK�OLODA cn
SO" CLIS. NOT,
zwwg�wm 11 1 1 1 U-
n OAK FLOORING *Imwftt�
4 TW3952 TW30-52 ui
16"O.C. 16" ac. ;F I
OPEN TO Asovi
V,lj 2-242 OR 1 02 OAK FLOORING
13'0" 11'2" 13,01,
TW3052-2
J CTNW-2
-----------
6' 2-N1214PR CO
2-2.12 HOR !I
fi-
Twfon-2 TWAk,2
,Q
VM&S - 30" - 1 0 073 5
�5/4'Afi� CQA,9
JEFFREY T, 5UT ER, P.El
STAIR AND RAllL�4111lt CODE
GIRDER
'o TURNED
- - - - - - - - - - - - -
- - - - - - - - - - - - - - - - --- - - - - - - - - - COLUMNS, TYP.
Lu
uJ IT-
1w 9
A'� Ld w w I
cr
6-6" 5' 11'. '51111, 0', 6' 16" 6'IY 91 M 6.01,
4'4" 4'4 w
uj
2'4" 3'2" 81 3' 2' 13'4' 11,440" 13'4' 21'0' cf) z W
0
161 19' v
V In
FIRST FLOOR PLAN
LIVING AIRFA - 1541 SQ�FT-
'E AJRI�A *,1510 60,FT.
GARAG
COVERW k�RCIH AROA a 24'1 94�PT.
NTeRZ0NW'4; c
c.Apmm mpwxor: owrrr-,rpw
PAGE:
oNo PER i;Lom
11� - 1�, _,, - - - ",
Alit il;
4
L
OU07
OPENINIS,PROTECTION SY
WOOD 11'PRUCTURAL PA14ELS
I-01110"NT TO 1601 WE
PASTENING 6l ON
%
OVAL Ill IN THIS SET
47'9"
W."
j te
15?vA., 4-714"
I I oll 12, full 8.311
Iff
Till
TW3046,2
------------------------------------------- --
�i V
gAT11
rv.
04
DAROPIT
Vdll�cl_a Hall,
BWRQOM 0
5,47
l C�A HOT,
In
01
Tl 2'6",
INIS WALL ----------
7'4� 2'0"
\
-2xI
OORING ul
CLO.
2XI LT
2 Ill 242 Il
OAl
C-0-
CL-01
2ll T SIR c111:0"e
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x
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x 4 LL
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4l POST 2 - iA
SW CL HOT". a m
OARl
3:
Y;
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IL d)
CAPROST
134" 13'(Y'
V!, E
UP
2-NIO HPR lit
2-2kk) HOR
T 96-2 Tl 2
2-2*10,HDR uy
SHOLI --------
TW30l
la
SSW
::�s
JE"EY T, 15UTI.-ER, P.F_
In
Lu
6'6'
loll 4'6" 4'9"
5' 11' 6- V 6
rl
qklIM i,
13'47 11,lo!, 13'4," 9-3-
9
4TV
n n
..... SECOND FLOOR FLAN X 13
LLJ CI
LIVING AREA - 4� SQ,ll CD 7 W 1:
SMOKE 0 0 (3 F_
Ntmco=p cpc)E (L 11 v
CARBON MONoll OF-TECTOR
oNr f-m FLook
Oil.
PAGE :
VW
...... .......
i -7111
lr of
ioo
ago DETAIL "m FOR
HIGH WIND CONNKTtON
4' VTR
RKaUIREMENTS
��Ikfbclx yaw
3-- -------------------
-------------- --------
-----------------
T -ID(HALOT AIR OPENING PROTECTION IST'
INGLJR55 A_,,, WOOD STIRUCTURAL PANELS
LAY TUIS 'MR ROOF SHEATHING (TYP.)
TUB/ ME) MT RAF PM4SUANT TO 1601�14,SEE
SHOWER SHOWER SHOWER
f PA579KNG &CHEDULE ON
DETAI� $HEFT IN THIS SET
SECOND FLOOR 7r 7 u Li u 77
k,I wl 1 11,
31 2"'
t 2"
9
f MAIN FLOOR Fu� 5!7 'T Fwl_
MEAM
FAI
3 RIDGLE VENT DETAIL
C C 0
T APPROVED will
�SANIOTAAR'l SEPTIC SYSTEM
0,
CAST RoN
HOUSE TRAP
FLUM15ING RISER DIAGRAM NTS)
%
242 RIDGE
2XIO,
Cox SHEATHING
I" FELT
ASPHALT ROOF @iWIN*US*
CDNT RIDGE VO4T
ROOF VENTILATION 1,300L OF THE INSULATED ONT, RIDGE YrNT (A
CEILING AREA UNIFORMLY DISYR115VTOD
EAVK PROTIEC
TION TO ED0040 PROM THE WOM OF Lu .13
THE ROOF 36" Up THE SLOPE OUT N07L985 THAN 12" WYOXV SEE DETAIL $HEFT m
THE INTERIOR FACE OF THE EXTERIOR WALL HIGH WIND CONNECTION 0- IL
5AFFLF A$ RkOWIRIED FOR ROOF VENTILATION REQUIREMENTS
61.9ta MR 0
_KT C
�UEDULF
f TILATION 214 r.T Se D.C.
FLOOR I LIGHTING LIGHTING VENTILATION VEN
Room x
AREA IREDI PROVIDED I REQURED
1PROVIDEDIREOU
Z LL
ATTIC x
if
3QFT I SWT I 8QFT I S!RFT I SOFT
R-30 11,16"T
368.1 1 86.38 29AS 44.19 14.72
j
12 6 �
TOP OFP�ATE
KITCH948REAKFAST 474.0 30.09 a: cp
29.97 18.29 14.98 TOP OF PLATE 1/2" CAUS
1.6 FASCIA
241.4 24.06 19.31 13.34 9.66
203.6 24.06 16.20 13.34 8.14
OR U-
m ER 59DRoom a R
.0 30
.93 20.32 17.19 10.16 6
r' Will
13-12 - 6.56
D.93 1719 F-
183.5 30.93 14.68 17.19 7.34
opgoc,M#,4 164.7 Z0.62 12,38 11.46 6.19
12 ENGINEER:
14
U TOP OF SU13FLOOR -. I I TOP OF SUSFLOCR
4
INIfil OF NE
TOP OF PLATE ------ ------ TOP OF PLATE
YT.q
:;F'
VIIINIJOW AND 000 31
R�l BmmON-400 SERIES(UNLESS OTHERWISE NOTED)
MN"'MANUFACTURED
ji, , , LA4RRY HALL CLO,
COVERED PORCH 1/2 GLUS
006ft KIIINUFACLURE0 BY THERMATRU(UNLESS OTHERWISE NOTED) WX4 6TUO& F
FNING I SHUTTERSIZE JGLASSI VENT I R-13 INSULATION
TYVEK HOUSEWRAP
I;L i4xTmp I HEIGHT 1, WIDTH I HEIGHT I[8Q.FT,)I,(SCLFT.)1 1/2" OEM SHEATHING
FQTy
UNIT NO COMMENTS
JEFFREY T. SUTLER, F.E.
4
VINYL SIDING
VM90W$
2 n 71OF 14 1141 40" 42" 6.23 2.98 2 TOP OF SUBFLOCR
TW26?10 .95 TOP OF SUBFLOOR --
M A Ln
TW042-2. , 7181 22 114" 82" 69, 18�90 10.62 1 TOP OF FOUNDATION In
TOP OF FOUNDATION -- 1 JR-30 AllIULATION
GRACE
MEETS EGRESS REQUIREMENTS GRADE Ill., GIRDER A,
2 - W 0
IIII", fls t/4' 44" 62" 10.31 5.73 PER NYS CODE A Lo
PITCH GRACE co 0
z
MEETS EGRESS REQUIREMENTS I AUAY FROM
82" 62" 20.62 11.46 PER NYS CODE 5 FOUNDATION LL!
510 33 7/8' 24 1/4'
MEETS EGRESS REQUIREMENTS
CE"R
DE 2 U)
TWSD52 6,64 33 718" 28 1/4' 70" 1 12.03 6.67 PER NYS CO
Lu
MEETS EGRESS REQUIREMENTS NO CCA 61" w w
X (3 0 n
TW3062,2 8.64 33 718. 28 1/4" 82" 7W 24.06 13.34 IPER NYS CODE 1/2' ANCHOR 501-T& 3:
SILL SEAL
0 z (3
TERMITE SHIELD w Lu
Lu
40" 26" 4 'ONC. FOUNDATION 0 Lu 4
DAMPROOF BEI-OW GRADE
TOP OF FOOTING 8"Ab" CONC, FT5, TOP OF FOOTING
CTN30_2 82" 13.40 2 0
36"
24 ROUND 36"
�j
§#CTION A*A
, I jUl IM 78 3110' 82' 90" 24. 6 15.31 ANDERSON 400 SERIES J2
2
PAGE :
Q' ,� P
A
FACE OF FOOTING
2X4 CONTINUOUS
LATERAL IBIRAcr AT 6'
TABLE 1609,1.4
TRUSS OR CEILING JOIST WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
2NIOcI NAILS FOR WOOD STRUCTURAL PANELS
&ABLE END T"uss
Q FASTENER SPACING
2 ; ET 4 FEET & FEET
FIE
PANEL SPAN PANEL SPAN < PANEL SPAN < PANEL SPAN
FASTENER TYPE 2 FEET
4 FIEEI
A < 6 FEET < & FEET
2 1/2" -6 1611
3 WOOD SCREWS 12" '.1
To4d -
NAILA 21/2
H/S BUT NEED NOT WOOD SCREWS 12.1
EXCEED 40 FT. MAX Scl COOLER NAILS AT 10" D.C.
=ED (3 SECOND GUST) OF 150 MPH AND
a. THIS TABLE BASED ON A MAXIMUM WIND SPE
Hill BUT NEED NOT 2".4" BLOCK NAILED TO EACH MEAN ROOF WEIGHT OF 33 FEET OR LESS,
EXCEED 15 FT. MAX,
BRACO WITH 4-10d NAILS b. F45TENERS SHALL ME INSTALLED AT OPPOSING ENDS OF THE 'COD STRUCTURAL PANEL.
All
A GYPSUM BOARD NAILS S14ALL BE Od COMMON OR 12d BOX NAILS.
d- WHERE SrRELUS ARE ATTACHED TO MASONRY OR MASOINRI/STUCIO,
Sd COOLER NAIUS AT VO.C. THEY SHALL BE
ATTACHED UTILIZING VIBRATIONRMISTANT ANCHORS HAVING A MINIMUM
20 GAUBE 67rRAP WITHDRAWAL CAPACITY OF 4%0 POUNDS.
to-aw, NAILS 0, LUOOV STRUCTURAL PANELS SHAI-L HAVE A MINIMUM THICKNESS OF 1/[& INCH (11.[ T)
AND A MAXIMUM OF a FEET (2430 m),
FOUNDATION CLEARANCE FROM 51-OPES A
F- PAN" SHALL BE PRECUT TO di
HARDWARE COVER T14E GLAZED OPENIN65 WITH ATTACHMENT
FIGURe' R403, 1. PROVIDED.
WOWALIL Otkoa 9- TABLE FROM rBCrI 159'a EDITION,
ij,
GASLE aulpWAI L Alt"
(UJFCM- FIOLAIF 3,44)
EXTERIOR OR BEARING WALL
TOP PLATIES
RINOWALL
STUD
NOTCH GREATER THAN
50% OF THE PLATE WIDTH
BORED IL40 MAX
0% SLOCKIN
4 OK N
OF SYuC,f%PtH
as'. IN. To EDGE Ir GAGE (P.O$l AND 1.0" tWpE Ibd NAIL AT 24" O,C.
METAL TIE Able 86 AND TOEACW GYPSUM BOARD
p
SIDE OF THE NOTC
H Wfl SIbd
NAILS EACH SIDE
5/5pp MIN. TO EDGE
TNaN MUST-N5r IEXrZIjb
X
��w VIP prup DEPTH TOP P
F ACMI 41
ift A VdL WOOD STRUCTURAL PANEL u-
amph: 1 47' 8d NAIL AT6` OZ. INSTALLED IN ACCORDANCE'
(WFCM FIGU
(ALL PANE4 EDGES) WITH NAII-ING SCHEDULE
(TABLE 3.1, Wr
HIGH WIND EDITION)
PIPE
BORED HOLE55 SHALL NOT SO! NAIL AT
0' 12r, .... ON ALL
PIElI, At IN THE SAIT#� FRAMING MEMBERS NOT AT
S;rT ca V� w ')
IoN of; CUT OR PANEL EDGES
T IN STUD In
No NIS
Sd NAIL AT 4" O.C, (a) OUT51DE CORNER DETAIL
x
V7 T2F PLATE FRAMING TO ACCOMMODATE PIPING
rn z m
SO NAIL AT 6` or GYPSUM BOARD
NOTCAING AND BORED HOLE LIMITATIONS It MA
(ALL. PANE� EDGES)
In
'NTE 'OR qONBEARING WALLS u-
NAILS BASED ON
$"AIR W14LL REOUIRCMENTS
ISSW 615r
HIGH WIND r=DITION, 3,4.3, 1. 1) u-
t! i,
uj
WOOD STRUCTURAL PANEL
NO LING 19-d NAIL A[ 24" o.c. INSTALLED IN ACCORDANCE
RAFTERS AND CrILING DIA H M CRIN11" 2x BLOCKING WITH NAILING SCHEDULE
JIOIStS OR APPROVED R Ui D o4 04rATIJING JOINT (TABLE 3.1, UJCFM HIGH WIND IEDITION) EN
oF NE
ROOF TRUSS Od NAIL AT bp' O.C, ON ALL
IS*MOOV ORLICTURAL PANELS FRAMING MEMBERS AT PANEL Ey 1.
OR GABLE FACE AND ON WALL Sr
SWEAR[VALU RE=jI EDGES AND 12" O�C. ON ALL
001110 ON
ly"I FRAMING MEMBERS NOT AT
TOP PLAT* SECOND STORY TOP PLATE- PANEL EDGES
SIM DRILLING AND
NOTCHING PROVISIONS
OAALR ! (b) INSIDE CORNER DETAIL
JOIST is PERMITTED TO N
IS JOqN FRAMING
i� TOP P"T, ES BE CUT OR TCHED
C i 95
-I-OOR JOIST- TCH PREFERRED
BETWEEN T44ESrTCH%,
r No U H EXTP��IOR CORNER FRAMING
U
LIMITS WALL ATUDl
BOTTOM PLATE SEE DRILLING AND SIM DRQJNG AND
NOTCHING PROVIS11
PT EY T� BUTLER, f-,E,
CHING PROVISIONS
WrCM SECTION A
JA WFCM SECTION 3,4,1.1.1
1/5 ap N 1/3 MPA
STUD Joet ENDS To BE
0 IBLOrKED AGAINST
ROTATION IN ACCORDANCE
BORED HOLE MAX--- WITH WFCIM 3,5.1.3-END RESTRAINT ROOF FRAMIN DCU15LE TOP PL T w WALL
DIAMETER 40% FOR BLOCKING 1- z
AND 3.3.1,4 BRIDGING 141 Q d)
Or STUD DEPT14 TOP PLATE PAINE, JOIST AND BRIDGING d) 3 Z
r/l MrN, To EDGE OR BLOCKING BEE LUFCM SECT I ION 3,3 /x Ljj 1.3 Ly 9
UJ
BEARING Lu
WALL YPICAL 21" CLEARANCE
5/0" MIN. 70 EDGE CONNECTORS
NOTCH MUST NOT EXCEED LAP JOIST 3 IN. MIN� REQUIRED U)
29% OF STUO'09FTH BAND JOIST 50TTOM PLATE
IN FRONT OF
NOTCHES SHALL NOT 151t OR BLOCKING OPENIN6
LOCATED IN MIDPLA CNIS-TWIR:�.) LAVATORIES Lu
cp STUD L.Bsl SILL PLATE JOISIT SHOWER Z
FULL LENA114 WATER
4"Dwe 61*0 CLOSET
11 , , �WALL STUDS
Is IF HOLE 16 BETWEEN 40% AND 60 CRAWL 5 CE I I
OF STUD DEPTH, THEN STUD MUBT% OR EASEMENT Sul NOTE; IS, WALL OR BIDET WALL
BE SPLOOR
DOUBLE AND NO MORE THAN TWO ---------- UIF1JFT CONNECTION 16 REQUIRED
's-N 9
IN SUCCESSIVE STUDS ARE DOUBLED "'T AT EACH END OF 149APEOA�No
AND 50 15ORED J7 UP, I� A -
Itr*SITTQM or HEADER STU00 IN
141110 CONNECTORS 4T
STUDS AND AT TOO- AND
op cRrPPl
NP PLATFORM FRAMING 2f" CLEARAN
fW
"4" 15ORED HOLE LIMITATIONS INTERMEDIATE 21" rLEARANCE
CE
ll� CI
T 940WILIALL AND PEARING WALLS :-4RNG; WALL
BE
ly
TYPICAL WALL, FLO AND ROOF FRAMING
WND EDITION, 3,4.1. 1, 1) NM, UPLIFT
CTI WATER CLOSETS
INGS
FIGURE R301.2
of 2
MINI�UM FIXTURE CLEARANCES
GENERAL NOTES:
The design of this structure Is based upon the prescriptive approach using the 1,At[work shell be performed In accordance with all State, (TABLE 3.8 UJFCM HIGH WIND EDITION)
Wood Flame Construction Manuel,High Wind Edition (WFCM)published by-the American Forest municipal,local mining knit building codat And ordinances ROOF SHEATHING *TTAcH?mfENT REQUIREMENTS FOR WIND LOADS
120 MILE PER HOUR ZONE NAILINrz SCHEDULE and Paper Association. (1995) having JU d$dIC1km and beat standards of constructioln roo MPR 3-alECIDNID GLItT - W MPH FABITRIST-MILE WIND $II PER TABLE Ill
Non-structural elements are based upon The Now York State Residential Code-Janupry 2003 Practice. I
(TABL.E 3.1, WI HIGH WIND EDITION) For the Climatic and Geographical Design Criteda,see Table R301 2(l)on ctrm�vsrsfieat. The American Institurts,of Architects Conditions alsall apply ATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
All non,engmeared lumber to be Douglas FIT#2 or bettor to ON work performed an this pro�eiml OR PANEL BIDING FOR Sai COMMON NAILS
Wind Unnitaillona-Section R301.2.1 2�the Coatmake$troll verify all conditions at III to. Any OINID-ft, O.Cd (OSE NOTE 5) eING14M, 0,C,)
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design GrItarla-Section R301.2.1,1 (Sba Table R3012.1.2 for WindrSome Debm;Protection must he brought to the oftbriten pI Engineer
Fastening Schedule For Wood Structural Panels) construction, The Conamptorahall be EDGE ZONJ eiggil,NOTE 5)
ROOF FRAMING Dead Load-Sacton R301.3 r0I for comistlare;not,reported 91 he hbostorteki work 4 P 16 j F r ?SISS NOTE;3)
Live Load-Section R301.4 tdddale�obaoruflfthms.
(TOEUNAILIED) -Section R303 in the work will b, aret
RA;T TO TOP III 4-6cl PER RAFTER Light and Ventilation CurArector shot guarantee to the Ousharthat 411 mad0outle
Minimum Room Areas-Section R304 8% INTSM 16
6 now,arkiLthAt OR work Z04 j
-F PER JOIST Calling Height-Seollon R305 wit bootpQudgItut F
:CRILING JOIST TO TdO-. PLATE (TOF-NAILIE �4,Rae from Witearti, fict,a period 12 t$EE NOTE 2)
Sariltertion,Sectlom R306
oforiftyptialmorithe She of the Roof
CEILING J016T To PARALLEL RAFTER (FACE-NAILEDJ 3-16d EACH LAP Toilet Baffi and Shower Spaces-Section R307 4,The Engineer shaIrri be respearsob101or the 6whadriAlot Inoons. 4 rSEE NOTSi 4)
Goong-Sairthon R308 methods,6alliflipies.Sequences of Procedures,or for the safety GAfI ioNouRALL Stoics AND RI TRUSS, F
GSLIjTr. J;�%T L.AI OVER PARTITIONS (FACE-NAITED) EACH LAP Garages and Corports-Section R309 precourkKa ofaj programs In connection with the wark and he
(,-act PER TIE rz morgency Escape and Rescue Openings-Section R31 0 shall flat be for the achooetWoo ifflituar'a carry Out
C016LAIR TIE To RAFTER eFAC9-NAlLWJ Exits-Sectlon R311 9 -N A No AT PAM
AI EP C it. POOP till.)
The r T
TIP ;�Apmriimit eTog.NAjLED) 2-8d EACH END Landings-Section R312 Engineer shall flat bothesp6nogile for*a amtor omissions by F NI EISACIN , A IN�RiIIRMRPIATE OURPORTS IN THE PANEL FIgLO (IN.)
Romps-Section R313 thecordideolor Nachongoash$llbemadgihthod6cumonts
EACH END Stalmays-Sedlon R314 and/or the building so designed without the expressed written 1. FOR IRL')OF SHEATHING WITHIN 4 FEET OF T14E PERIMETER 90GE OF T14E ROOF, INCLUDING 4 FEET ON EACH
RIM BOARD TO RAFTEIR (END-NA( I -Section R315 -OOT PERIMETER EDGE ZONE ATTACHMENT REOURFMISINTS SHALL BE US
Handralls Consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 IF Sj:)
WALL FRAMING Guards�Ssctim R316 S.The Contractor and all mociontracrions,Shall malmain Continuous
Insurance Coverage Incluoing statutory policies Market
2-166 (SEE NOTE 1) PER FOOT Smoke Alarms-Soction R317 2. TABULATED 1; INCH O.C. NAIL SPACING AftUMI SHEATHING ATTACHED TO RAPTER/TRUSS FRAMING Simpson Strone-Tle
TOP,PLA, TE TO TOP PLATE (FACE4NAILEOJ Foam Plasitic-Soction R318 Compensation,Ole)and general liability in an mount not MEMISERS, WITH GI FOR FRAMING MEMBERS WITH O.47GTO,4%, T44S NAIL. SPACINGS SHALL. BE
Flame Spread and Smake-Secdon R31 0 less that$5 million and automobile liability and damage MT830 OR MT512
SECTIONS rrACE-NAII JOINTS - EACH SIDE
ILA74WIL EISI Insulation IRODUC31V TO 6 INCHES O.C�
NIT -Section R320 Coverage not him than$2 million, The Sti shall be
Dwelling Unit Separation-Section R321
2-led 24" O,r� a named insured on any and 611 policies; AT EACH ROOF RAFTER
To S*v erArSTNAlLSD) Moisture Vapor Raterders-Section R322 6.Provide 0 026"allemintorn tornifte,shields war fibrous 3. TARE"TED 6 INCH O.C, NAIL SPACING ASeUMEO SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
led IS` O.C. ALONG EDGE$ Protection Against Decay-Sectim R323 maulaidern at all perimeter sills. MEMB*,06 WITH G)OAS. FOR FRAMING MEMBERS WITH 0�42MW.4t, THE NAIL SPACINGS SHALL 15E USE S-Iremd NAILS AT
HEADER TO, HEADER (FAC15-NAILED) rmftas�Sectlon R324 EACH END
Protection Against Te 7 Ah wood in contact with Concrete or masonry tojbe WofiffisslIzed REDUCED TO 4 INC14ES O.C.
2-16cl PER 2x4 STUD Site Address-Secton R325
TOP OR OTTOM PLATE TO STUD (END-NAILED) or pressure creoesited.
Accaredbility-Section R326 8. A single station anneke detector alarm III Shall be Installed 4. TABUILATED 4 INCH D.C. NAIL SPACING ASOLIMEB SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
3-16d PER 2.6, STUD Flood Resistant Construction-Section R327 hi eaqh bedroom,on all Room and shall be all Irdamonnacted,por Code. MEMBERS WIT44 WO.49. FOR FRAMING MEMBERS WITH O.42tGTO.4S, THE NAIL SPACINGS SHALL BE
4-16d PER 2xb STUD 9.Al loothroomm without operable windows to be maidminloally ventilated REDUCED TO 3 INC44M D.C. STUD TO ROO�: RAFTER
Foundalmns�Chaptor 4 a per New York State Code. CONNECTION
r 2-1601 (SjE NOTE�1�2) FOOT Design based upon presumptive load bearing values of sandy gravel andjor gravel at 3000 pounds 10,Heating to be designed to provide 70 degrees F.with outdomar
I� L ' �L ,l JOIST OR BLOCKING (FACIE-NAILIED) designed adr,tomperaftim,of 0 degree$F.and 15 iMPH tend
!!aThOm[ PLATE TO PLODR JOIST, BANI END
per square foot Contractor to constift Engineer If different moll materials are found upon excavation,
or lost hole,for alternative footing and foundation well design,
FLOOR FRAMING T1,Allalmod"I worklo be in actocirclacho,to the else and at St 6-TIO
Roaticrol N.YSRU arid a RY.WKI).caralloalle is. mp`Cd 101,
I pl�T TO -NAILED) 4-ad PER JOIST Foundation Notes: Owner at the cam
SILL, TOP PLAT 'I
IE OR ORIDER ITOR w1bop "rdeli�to Won df The job.
1/2"Anchor Bolts(SSTS 26)Sao Chart an this Shoat for spacing 11ist rt, USE 44d NAILS
1,2,P( Ingiftliwiptoolocitin with ate,
EACH END a'poured concrete foundation wall, Bf0m high,301 lost 1 road Has Gotaromantraboodeftla.
BRIDGING To JOIST ?Tor-NAomeo) andthol AT EACH STUD
to 2-Scl EACLI END Minimum depth-Section 403 1.4,48'minimum coveragO to top of footing %3,Do flat Scale drawings.-Bea ifflum dimerallos tolly, I ;�.- , I I
SaLockilmus, TO JOIST eTo!:N�RUNI W x S'poured concrete wall footings,300011 last 14�AS , he offhe NOI 40
Wai corildilm to"miss end roolotlfo
3-16id EACH BLOCK 2-1 3/40 x 11 718"Microlarn Girder(or 3'A'x 11 Wam Power Boom) EhftVdCoftWv�timtonstructionCqde, Al:
OFF PLATE (TOE NAILED)
i,"POKINO TO 01" OR 7 4'poured Concrete floor slab with&IBI mosh and vapor border
EACHI JOIST Carl prooding at extustior foundation balm grade-Ohiction WO
:11gDollik STRIP io,Is 30-x 30"x IT deep poured conchae column fooI Wao#�teod
EAM rAACS-NAII.ED)
PER JOIST
3-ad Dock and porch footings is rumedi. 3000ifiam,46'minimum buried depth
dlj�NAILW) and
TO,JOIST tRNltHNAJLgD)L
Foundation wall to extend a minimum of W ohm finished grace
PER JOIST All footings to be Conrad down to undisturbed soil 0
-NAILED)
2-166 (SEr.NOTE 1) PER FOOT No footing shall be set higher than a 30 dogma angle from any other footing ter.
hb JOIST to ii OR TOP PLATE (TOE Pour no concrete on frozen ground or In freezIng"other i0te
Provide 3 1A7 steel tally Columns nor,
ROOF SHEATHING Backfill shall not be placed against Me wall until the wail has suiffiniont strength and has been
7'
(SEE TABLE �I-S) anchored to the floor above.ior has been suit clantly braced to prevent damage
by the backfill(Section R404.1.7) UPLIFT-CONTINUOUS PATH CONNECTORS
DIAGONAL BOARIP aimi"rHiNG
Floors-WFCM Prescriptive Mlethod USE SIMP80N STROMOH-11E CONNECTORS
Nar OR I"Kil" 2-Sd PER SUPPORT Floorframing shall be nailed in accordance with Table 31 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND
Draftstopping-Section R602.12 INSTALLATION MANUAL FOR HIGH WIND R581STANT 0
S-ad PER SUPPORT Firallooking-Section R502 13 CONSTRUCTION CATALOG CUHWI 0
I"XIC, OR WIDER
CEILING, SHEATHING Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: LTP4 I
PLATE,SEE FOUNDATION 61, Oz 0
Set COOI_ GE 10" FIELD %"OSB plywood sudifloor,taistan perTablI WFCM I 8STS20 WITH BEARING Uj
GYPSUM WALLBOARD I AT EXTERIOR
P joist-See Foundation and Floor Plans,spacing as noted NOTES FOR SPACING -Tie
LUALL SHEATHING Fasten par Table 3.1 WFCM PERIMITIER AND Simpson Strone
2-20 CCA sill with tormite shield and sill seal SILL PLATE TO RIM JOISTU$E: GAPAGVHOUSE MSTA36 - 16" 0.r.
STRUCTURAL PANI ad fSFE TAELJE B�T) Finish room per agreement LTP4 16*0,C.AT EXTERIOR PERIMETER COMMON WALL USE 4-86 NAILS
AND GARAGE]HOUSE COMMON WALL X
FIREBOARD PANELS Wall Constructlon-WFCM PoescriptIve Method USE 4 So NAILS AT EACH END USE A-Sol NAILS AT EACH STUD
(Cl 3" EDGE / 6" FIELD Wall framing and finlehIng shiall be nailed and or Screwed in accordance with AT EACH END as
7116' Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE:
31� E T ir
ad DGE / 6" FIELD 1x6 Pine fascia,wrap SOP CONNO060 A
2SI32, 1 FLOOR TO FLOOR CONNECTIONS
Overhangs as noted USE 4$it NAILS AT EACH �ND SILL, PLATI TO IRIM, J0[5�j AND
OCLEI I" EDGE 1 10" FIELD VITA vented soffits
ti Aluminum guitars and leaders RIM JOIST TO STUD COWIliCTION USE: RIM I 19T TO ST��V NNE TION
(SEE TABLE B.W NI:
SJdjnI Elevations MTS
USE
I'M, U2.to av
Tyvek housawrap AtINAIlLg;AT EACH 1B,10
-3) so
(SEE TABLE 3�
W OSS sheathing,we
PA festooning schedule,Table 3 1 WFCM
20 Studs @ lam p.c.with 20 shoe and double 2x4 plate FLOOR VO FLOOR CPSINII&ION USE X
1010WISAL IRSDAI SHEATHING A"Gypsum wall board MSTA�S, 16",O.C.
2-acl PER SUPPORT 518"Type X GAS In garage U$E46INAI ATCACLEND 1/2" 8PACIINIG--�, ob
otm% I L BIL.00KING AT
OR I"xis, I/,"MR GAS In wet areas FORCANTLEV R CONDITION USE MTS12. 16"O.C. 24" O.C. ALLOWS
3-ad PER SUPPORT At least one window In eachisteepiling roomeholl comply with the exit requirements of section R310 USE 4 Bit NAILS AT EACH END ALLOWS CNI
R WIDER Note drilling and notchIng limiltallons in figure RBO?.6(i)for bearing wells HOLDPOWN HOLDDOLUN LU M
and figure Rail for non-lbearing wells. RAFTS R TO STUD CONNECTION USE: INSTA INSTALLATION CIL
FLOOR SHEATHING LLATION 51DELUALL (Y
Follow exteror Carrier"Immig dotallfigurs R602,10.5 MTS 12,EACH ROOF RAFTER IQ
USE 8 too NAILS AT EACH END
LL
I` OR LESS ad IS" EDGE / 12" FIE-0 Roof Assemblies-WFCM Proscriptive Method NIB)famanars par shingle(Section ROME) RAFTER TO RIDGE TO RAFTER CONNECTION USE' Simpson 5tromg-Tlo ENDLLALL LL -
Asphalt strip shingles shall move a minimum of a
GREATER THAN lad o" rocr / &" FIELD Underlayment application(Bastion Rail rS20 USE"d NAILS IN EACH END MT612 LU
For roof slopes of two(2)units verfical In tmlve(12)units horizontal(17-pencerA slope), AT EACH ROOF RAFTER AT EACH STUD HOLPDOWIN a 0 0
up to four(4)units vertical In"II units haftontal(33-porcent slope),undedayment
I 0I SHEATHING shall be two(2)layers applied In the following manner,Apply a 19-Inch(483 mm)strip of DECK POST TO CONCRETE CONNECTION USE: 0 CORNER STUI-)
2-56 PER SUPPORT EN31NEER:
CONNECTED TO
Vxb. OR 1.�FS.. undarlayment felt parallel with and starting at the Saves,fastened sufficlently to hold In place PBS44A FOR EACH POST�USE 14-lad NAILS
0 TRANSFER SHEAR 0
Starting at the save,apply 36-Inch-wide(914 Tom)shesta of undedayment,overlapping 0 2 166 COMT_j?N
"XIO" OR WIDER 3-Bel PER SUPPORT successive Shoals 19 inches(483 Tom),and fastened sufficiently to hold In place DECK POST TO GIRDER CONNECTION USE:
1 0 HOLDDOWN NAILS AT 10 0, i3F NE
For roof slopes of four(4)units vartical in twelve(12)units PC44 FOR EACH POST 1�
ON ENTER AT THE PANEL EDGE (PHI 0 Sb,
ILIK6 ROQUIReMEI ARE SUISSE> ON WALL 5HEATHINd NAIWEO I -CENTER AT THE PANEL EDGE, IF WALL SHEATHING 15 NAILED 3' ONe
E CONNECTOM,SUCH AS SHEAR PLATESr Ice Protection(Section R 905.2.7,A) GIRDER To DECK JOIST CONNECTION USE;
To OBTAIN HIONM SHEAR CAPACITIES, NAti-NO FOR STRUCTURAL HEMBER5 SHALL BE DCUI OR Al-TERNAT to �ORNER STUD
SHALL to USED TO MAINTAIN THE LOAD PAT14- Undedayment In High Wind l5actlon R III MTS1 2 @ EACH JOIST �2_ied COMMON W
R FOOT, Flashing(Section R 905.2 B)j CONNECTED To
2, WHpN WALL OHISATLIN� 15 CONTINUOUS OVER CONNECTED MEMSIMIRS, THE TAISHILATED NUMI OF NAILS SHALL EI PERMITTED TO SIE REDIeED TO I NA11-PIE NAILS AT 6" O�C. 0 CC
Chimney's and Firespaces-Choptur 10 GIRDER TO DECK JOIST CONNECTION USE: 0
R FER SHEAR V'ri
Energy Efficlancy-Chapter 11,son attached report MTS12 @ EACH JOIST
Mechanical-Chapter 1?
P
lost Syelemoo-Chapter 13 PORCH POST TODECK BE:
General Meehan 0 10
Heating and Cooling EquipmentChaptar 14 2�AJC ILIS
(TABLE 5.2AUJFCM HIGH WINE) EDITION) Exhaust Systems-Chapter 115 Hill
SILL OR BOTTOM PLATE 1-0 FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 IIHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE 2-AC4 UE1,2FREY T ER, P.E.
Combustion Air-Chapter 17 USE 4-i6d NAJLS
Chimneys and Vands-Chaptor 18
FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHORBOLT SPACING (;2NNEQTI0N,5*
ANCHOR BOLT CONNECTION Plumbing-PaI PORCH,ROOF,RAFTER TO GIRDER USE-, PLOM jo�
SUPPORTING EDGE NAIL 5PACING (IN.) (1/2" ANC14OR BOLTS) 1 3/4" MINIMUM WE 12 AT EACH ROOF RAFTER
EDGE DISTANCE CANTILEVE9 CONDITION HOLD DOWN 15RACK�TS AT SHEAR WALL CORNEMemr-
I STORY 4r
ifloL PLATE TO FOUNDATION BF,
f0laAWI. SPACE Ole BASEMENT) 2 STORIES ALL 2B
AND WINDOLL AND DOOR OPEN' INGS
n STORIES to
W
WALL al PLAitho To FIDUNDATIT 1 3 IS (WFCM FISURE 3.1a 4 4,1b) Uj Z
'iOLARHOIN,6144 I DIV _2 STORIES 6 39, Simpson Sthorl
U210 2XII;
BE DETAII_
NOTE: MAX IT imimmium �Uml OCKNEIR AND EAC14 SPLICE, PROI BEARING PLA E BY SIMPSON, Or 4"
AT EACH RAFTER 0
U)
4-10d x 1 1/2"
&Impson Strong-Tte 11 4
"'T _j
"A"V (TABLE 3,S WFCM HIGH WIND EDITION) AC4 NOTIE- RIDGE TENSION STRAP
, 11 AT EACH POST ATTACH LEDGER TO FRAMING MEMBER C520 USE 8-Sel NAILS
MENTS FOR WIND LOADS WITH 2-1/2" X 5" LAG BOLTS AT 16" :3 0-
WALL SHEATHING ATTACHMENT REQUIRE SEE PLAN IN EACH END AT
(120 Mpp B-SECOND GUST - 100 MpH FASTE5T-MILE WIND SPEED PER TABLE R3-1,2,1.31) ON CENTER. EACH ROOF RAFTER
zollium. N� LU z
v 13 1
STRUCTURAL SHEATHING MAXIMUM NAIL SPACING U1 a
SHEATHING LOCATION STUD SPACING ING FOR act COMMON NAILS 4,
(SO NOTE 1) (INCHES, O.Gl) OR PANEI_ BID
(SEE NOTE 3) (INCHE5, O�CJ Simpson Stramem�Tle, if
E U210 2X&
4' WOE ZONE 16 12 (SEE NOTE 2) AT EACH CEILING JOIST RAFTER
4-10d x 1 1/2"
A
4� , INTERIOR ZONE 16
12
4
E 1.1,1LAIL, SPACING,AT PANEL B:*B&(IN.) 51" Rdtonii
P NAIL WACINO AT INTSRMRSDIAME�SUPPORTS IN THE PANEL FIEWD (IN.) 'psom
MINIMU U210 2X& RIDGE 55AM
1. ,uJAILL,'I OLE THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT SIDECOVER AT EACW 0FCK/PQRCH JOIST
STHINS.WITHIN 4 FEET Or
(ERALL Am JEW.
PAGE ,.
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Simpson,
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07 D
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P15544 Simpson Stro e-Tio
NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING -OST FOOTING
T DH O.r AT EACH F BSTIS26 WITH OP
LATIED 12 INC TYPiCAL PORCH/OrECK
4?4� role FRA N STRAID DETAIL
ujI7W W, MINe MEMBERS WITH, OAZT�1_0.4S, THE NAIL OPACING6 SHALL
`�T I�ot 2 of 2
UDDI TO 6 INCHES 0.0, PORCH COL-UMN CONNECTIONS lap LEDOER. CONNECTION$ RIDGE TENSIO
OR IRA I NISLLfijpjkla� ANC�HOR NLT DETAIL
Gk,1ANIZW 13OX NAILS SHALL BE PERMITTED TO BE SUIBST17UTED