HomeMy WebLinkAbout29729-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30985 Date: 06/16/05
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 5455 INDIAN NECK LANE PECONIC
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 86 Block 6 Lot 12
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 9, 2003 pursuant to which
Building Permit No. 29729-Z dated SEPTEMBER 12, 2003
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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH, COVERED REAR PORCH AND
SECOND FLOOR DECK AS APPLIED FOR.
The certificate is issued to MANZI HOMES INC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL R10-02-0216 06/09/05
ELECTRICAL CERTIFICATE NO. 2041308 05/16/05
PLUMBERS CERTIFICATION DATED 06/09 OS CHARLES SANDERS
t rize Signature
i
Rev. 1/81
Form No. 6 'I
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TORN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY ,
This application must be tilled in by ttpewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
L 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. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% 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 a 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,
Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Photocopy of Certificate of Occupancy-$0.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
/ Date.
New Construction: ✓ Old or Pre-existing Building: _ (check one)
i
Location of Property: hLl���Cn-� Nec " _meq
House No. Street Hamlet
Owner or Owners of Property: ee, l_\)011 1�r- _____ ______ _
Suffolk County Tax Map No 1000, Section 4 ---Block___6 Lot /
Subdivision _ Filed Map. _ _ Lot: _// _
Permit No. cJ �7�, 5' Date of Permit. / a 03 Applicant:_�j pr th ., 4)0rCt.TM1r.
Health Dept. Approval ___—_— Underwriters Approval:
Planning Board Approval _
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:
Applican St t ur
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. 29729 Z Date SEPTEMBER 12. , 2003
Permission is hereby granted to:
REGINA A NORDSTROM
11203 TAMMY TERRACE
BISHOPVILLE MD, 21813
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT
PORCH AND REAR PORCH AND REAR UPPER DECK AS APPLIED FOR
5455 INDIAN NECK RD.
at premises located at � G'GQ-�; PECONIC
County Tax Map No_ 473889 Section 086 Block 0006 Lot No. 012
pursuant to application dated SEPTEMBER 9, 2003 and approved by the
Building Inspector to expire on MARCH 12 , 2.005 .
Fee $ 1 , 028 . 40 '
OfGfiLuyc-ate �pz�� _
Authorized Signature
ORIGINAL
Rev. 5/8/02
rO r1'[]E3Lr@ rJ�iltP[PcJ�rJ�r�r1AJrJ �rA:uISrlr�r�rP0 f00'000f0Pr UIRR 0
5 f w BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 c�
SCERTIFIES THAT
�] Upon the application of upon premises owned by
FULTON ELECTRIC INC. `MANZI HOMES �5
5 61 WINDSOR PLACE POBOX 702 5
5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5
SLocated at 5455 INDIAN NECK ROAD PECONIC, NY 11958
55 5 Application Number: 2041308 Certificate Number: 2041308 eC
Section: 86 Block: 6 Lot: 12 Building Permit: BDC: ns11 �5
5 5 Described as a occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at: 5
5 Basement, First Floor, Second Floor, Detached Garage,Outside, 5
LS5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
A herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to b4*compliance th@43YrWgn the Day of 5
5 Name QTY Rate Ratine Circuit Type 5
5 5 Alarm and Emergency Equipment
Sensor 1 0 Carbon Monoxide 5
C5 Appliances and Accessories 5
5 Hydro Massage"Fub(therapeutic 2 0
5 Future Appliance Feeder 2 0 20 Amps 5
Future Appliance Feeder 1 0 30 Amps 5
5 Future Appliance Feeder 1 0 40 Amps
5 Furnace l 0 Oil 5
5 Wiring and Devices 5
5 Outlet SS 0 Fixture NJ
5 Fixture 88 0 incandescent 5
5 Outlet 95 0 General Purpose 5
5 Receptacle 45 0 General Purpose rrr5
5 Switch 69 0 General Purpose
5 Receptacle 1 0 20 amp Laundy C,
5 Receptacle 1 0 30 amp Dryer 521
5 Multi Outlet System 9 0 ft seal 5
SReceptacle 6 0 GFCI 5
e5 Continued on Next Page 1 of 2 1
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5 5
v Gn �,�,rlt�lillJilcPcJ'�rJ'� rJ'rJr.Pr1'rJ�rJ�rJ'r1rl� cPrJ'rlu rJ'cf' rs�t:n� o
D rJ�i foc frJrlr�rlr�rJAJ arJ�rJrlrPrJcJrJ�rlc fcPcPrJ�tJ�t�r�rJ�r1rJ�rJ�r�r�r PrPrJ�rlrlr PcPrJ�rJ�r�r�rJrJrJ�rJP�tPrJ�rJ�rJ�t�t�rJrJc frJ�r Pr�rJ�rlrJ a El
5 5 t BY THIS CERTIFICATE OF COMPLIANCE THE 5
NEW YORK BOARD OF FIRE UNDERWRITERS 5
5
BUREAU
40 FULTON SREEOTF NEW ELECTRICITY
YOR' IK, NY 10038 r�
5 CERTIFIES THAT 5
5 Upon the application of upon premises owned by 5
5 J FULTON ELECTRIC INC. .MANZI HOMES �5
61 WINDSOR PLACE POBOX 702 5
CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5
5 Located at 5455 INDIAN NECK ROAD PECONIC. NY 11958
5 Application Number: 2041308 Certificate Number: 2041308 C7
5 Section: 86 Block: 6 Lot: 12 Building Permit: BDC: ns11
Described as a occupancy, wherein the premises electrical system consisting of
rrr5 electrical devices and wiring, described below, located in/on the premises at: 5
Basement, First Floor, Second Floor, Detached Garage,Outside,
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to bA0compliance thWw A0.lin the Day of
5 Name QTY Rate Rating Circuit Type
5 Service
I Phase 3 W Service Rating 200 Amperes
Service Disconnect 2 150 cb
5
Meters: 1
5
5 5
5 5
5 5
5 5
5 sea/ 5
5
5 2 or 2
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5 5
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Town Hall, 53095 Main Road - • Fax(631) 765-1823
P.O.Box 1179 l Telephone(631) 765-1802
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No.
n
Owner: �,r)A� ,
(please print)
Plumber:
(please print)
I certify that the solder used in the water supply system contains less than 2/10 of 11/'0
lead.
hers Signature)
Sworn to before me this
day off J_ lam, 20
Notary Public, A� y.
Count
FREDERICK J.NAPOI_ITANO
NOtW . State 0 New York
No.01 NA80tJ9519
In Suffolk County � 0 2
COmmlaslM Expires March 24, O r
BUILDER'S JOB NO. TITLE NO.
' ST F2E
E�
vNNAME Rol TOTAL,TOTAL PLOT AREA: 19,9653 S.F.
FIRST FLOOR AREA = 10403 S.F.
�Z ZO g9"E t NO GARAGE
O AaC�5 II1RIJE
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SUFFOLK CC'_'?'a'!"YL'—
Pp HEALTH SERVICES
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THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED.
THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE
ASSOCIATION OF PROFE-SSIONAL LAND SURVEYORS.
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF
THIS STATE, OR OF ANY CITY. COUNTY. TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL
ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL PUN ONLY TO THE PERSON
FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON
AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
SUFFOLK COUNTY TAX MAP DIST:1000 SECT:086 BLK:06 LOT:12 BURTON
BEHRENDT ��ofNIEW�
MAP OF DESCRIBED PROPERTY SMITH PC
ya
LOCATION: PECONIC ENGINEERS
ARCHITECTS
TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK SURVEYORS
WELLSURVEYED: OCTOBER 28, 2002 REV.HSE CHNGREV.REPLOT./ADD GAR. 1GAR. 1/06/03 244 EAST MAIN ST.
/10/02 •.A ��
CERTIFIED TO: ROBERT & EILEEN WAX
1�
LAW
WELLS FARGO HOME MORTGAGE INC. FINAL SURVEY 2/8/05 PATCHOGUE, N.Y. 11772
SUNRISE ABSTRACT LLC. REV DRIVE & FE LOC: 6/8/05 (631 ) 475-0349
FIRST AMERICAN TITLE INS.CO.OF N.Y.
SCALE: 1 " = 50' FILE NO: 02-406 FAx 475-0361
va�� ' c 1 KtJ 511E PL AN BASF[ ON `�LVVEY BY:
��TMm& [ BURTEON, BEHRENST t SMITH, PC.
v` MAIN
-AN o'- "�"
PATGH060E, NY 11712
TEL: (6
� 31) 415-0341
1 < < FAX: (63U 415-0361
f �T 0ATE,10/28/02
N20012'40'F
38.64 1
• �, TOTAL PLOT AREA, 19=96!51 5.F- 1
iy MD GK FIRST FLOOR AREA 1132 5 .FT.
Jg NO 6ARA6E
181 H81
qw.181
60 MN m
Apt SML
g/
i
! m d)
a
it r cfi
m n1
Qyj CeLLAR
I
cr6p.
�� l.l_ ■6 03' TOPSOIL
1 [4 O.A' DARK SROM LOAM
IbMN' BROSILTY LOAM
O Ib' 6RE-Y1SH BROW! SILT -'
10 r1t \ O
1�eHK
r 1.'T' PALE BROWC COARSE SAW
HM \ 4.4' HATER IN PALE BROM COARSE SAW
LCOvs+E
0 u, TEST HOLE
0
K \
O
i u1 ll �
Ao GM
N00°4T30"W-
46.24 o,11J\0 3p-
4
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um-Fm
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SITE PLAN
INDIAN NECK ROAD JEFFREY T. BUTLER, P.E.
PECONIG, NY
S.G.T.M. # 1000-086-06-12 P.O. BOX 634
SHOREHAM, NEW YORK
TEL.: 631.821.8850 FAX: 631.821.7281
COUNTY OF SUFFOLK TOWN OF SOUTHOLD
.SrK�G �
,JNNA V1 oPr✓ioE �,w•,
4j 42.09,9
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0 3, o Map of Described Property
/�/ mi9.° ✓s, Situated at Peconic
y Town of Southold, Suffolk County, New York
6 District 1000 Section 86 Block 6 Lot 12
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D° °28 jyj
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(AJP� ,� 10 2004
ANTHONY ABRUZZO R.L.S.
REGISTERED LAND SURVEYOR
1500 Hortons Lane
U 3 �' f z; Southold,New York 11971
h�j �` ,rA (631) 209-0676
pt FOUNDATION LOCATION: August 6, 2004
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209
OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY NOT
BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED
SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. 8
THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. LAND,
ELEVATIONS REFER TO AN ASSUMED DATUM. Scale. 1"——40
f
SITE PLAN BASED ON SURVEY BY:
'01-5�0'oos116
Y BURTON, BEHRENDT $ SMITH, P.G.
veoePJ6"r 244 EAST MAIN ST.
\50' �N l7ppO aP' PATO HOGUE, NY 111-72
�y Owe TEL: (631) 4-75-0349
—� FAX: (631) 4-75-0361
DATE:10/28/02
oP
FW 6H
N' �f �
TOTAL PLOT AREA: 19,965± S.F.
Ix
s rrj
I I rrvc.n. FIRST FLOOD AREA = 1132 50.FT.
5 1
m.
SUFFOLK COUN'T'Y DEPARTMENT OF HEALTH SERVICES
m I �' PROPoD I PERMIT FOR#.PPROVAL OF CONSTRUCTION FOR A NELL
1`11ELL 150 o1NCLE FAMILY RESIDENCE ONLY
— FROM ALL
SEPTICsM5 DATErD
HS NO. LC` Ua l+�L °PI APPROPROPOSED IIUM OF 4 B OMS
6TRA6E° EXEARS FROM DA-1717,u OF APPROVAL
I
CHIMNEY
�9 9
PLEASE NOTE
CEI AR , z R rili-n rn distance between welt
OEP. ENTRANCE LL and ces_pool is to be 150 feet. _1
° '
T \
IN
Y PROP05ED 5EPTIC SY5TEM:
KO USE 1000 GAL. SEPTIC TANK AND
LP ~'c (2) 8 mxb' DEEP LEAGHIN6 POOLS
/ E
LGOVERED `�C9.
p PORCH \ \p
C �
GROUND EL.
0.3' TOPSOIL
\NN9i ASPHALT 0.9' DARK BROHN LOAM
W .\\ DRIVEWAY Ib' BROHN SILTY LOAM
H GREYISH BROWN SILT
r_
�V z `,\ ,\ 1.1' PALE BROWN COARSE 5AND
G \ WATER IN PALE
`N, 4.9' BROWN COARSE SAND
RD OH. V
Jl
Q HATER ENCOUNTERED AT 12.1' BELOW GRADE
�-I- $ A TEST HOLE
w c �
��• ,�o+ .cP I
UIIL.POLE
ed ✓ � SPP Vii' $t .� zi . `
� r 1
I E FL_ , ]
I mi
— wwmw al
4<D 20 O 40 90 120 IhC 200
i GRAPHIC SCALE _ 40—C'
SITE PLAN
INDIAN NECK ROAD JEFFREY T. BUTLER, P.E.
PECONIG, NY
S.G.T.M. # 1000-086-06-12 P.O. BOX 634
SHOREHAM, NEW YORK
TEL.: 631.821.8850 FAX: 631.821.7287
COUNTY OF SUFFOLK TOWN OF SOUTHOLD
BUILDER'S JOB NO. �[ TITLE NO.
0.115 1\ TO NAY ^ •,.''°1y(E \
ZO jo E uNN lad " \ TOTAL PLOT AREA' 19,9651 S.F.
\�1482 09 y,. vk 4
/O FIRST FLOOR AREA = 10401 S.F.
/i( r
NO GARAGE
FWa Cy'
N20'12'40"E
38.64 00
C;
m
RO C.Y. M
T.H.
1 a u
} •. I5s0'e YiiifMNW
iclrol Pam 5r�1
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Q _
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a - Sanitary System not to be installed
z0 so s� under driveway.
CP SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
�— PERMIT FOR-kPPROVAL OF WNW TJCTION FOR A
af
u so o So o:NGLE PAMILY Itxi=ZINCE ONLY
10 2-OD1(0O DATE 12-Z -0.a HSRff.NO.
W e YY.
Y"
APPROVED
e'Mx
FOR Iv=IMUM OF 4 MS
EXPIRES THREE YEARS FROM DATE OF APPROVAL
W
PLEASE NIOTE
0 3 Minimum disiance between well
oo and cesspool is to be 150 feet.
z o
0
LO
0
HO C.Y. (/1
NOO•47'30"W1 GROUND EL.
46.24 �0 �6 6YY 0.3' TOPSOIL
0.9' DARK BROWN LOAM
u� / 1.6' BROWN SILTY LOAM
{3 � $ A
1.6' GREYISH BROWN SILT
7.7PALE BROWN COARSE SAND
RiO4.9' WATER IN PALE BROWN COARSE SAND
r1 \6-wY TEST HOLE
P 00
THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED.
THIS SURVEY WAS PREPARED IN ACCORDANCE PATH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE
ASSOCIATION OF PROFESSIONAL LAND SURVEYORS
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF MIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. NO OFFICIAL OF
THIS STATE, OR OF ANY CITY. COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS. ORDINANCES OR REGULATIONS SHALL
ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON
FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON
AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
SUFFOLK COUNTY TAX MAP DIST:1000 SECT:086 BLK:06 LOT:12 BURTON
BEHRENDT
MAP OF DESCRIBED PROPERTY SMITHPC
F ()F
LOCATION: PECONIC ENGINEERS
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS
IORS C,/SURVEY
REV.REPLOT WELL1 2/10/02
SURVEYED: OCTOBER 28, 2002
244 EAST MAIN ST.
CERTIFIED TO: MANZI HOMES, INC.
PATCHOGUE, N.Y. 11772 "
(631 ) 475-0349 <�CF,ry o, pgy370!li
SCALE: 1 " = 50.00' FILE NO: 02-406 FAx 475-0361
S:
AA
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREETr, VILLAGE DIST.I SUB. LOT
J, r7
7 r t
FORMER OWNER N E r ACR.
W (rr TYPE OF BUILDING
�— SEAS. IVL. 7FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS a C ia e
v L_77/D
i
AGE BUILDING CONDITION
NEW I NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable 1
Tillable 2
i
Tillable 3
vVoodland d( '
Swampland FRONTAGE ON WATER
3rushland FRONTAGE ON ROAD i`
c7
-louse Plot DEPTH
BULKHEAD
TotalDOCK
765.1802
BUILDING DEPT.
INSPECTION
[ -FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARK
17
i
DATE INSPECTOR - �1
M-1802
BUILDING DEPT.
- - - ANSPECTION
[ ] F NDATION IST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: '
0
.�y
DATE INSPECTO 1
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST PC]_ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
O 1
DATE ��/ INSPECTOR
r f F
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND '[INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE ^��� �� INSPECTOR 'S
D!
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING [ " FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
oop o'4
DATE INSPECTOR
JEFFREY T. B UTLERy P. E.
20 OVERHILL RD.
SHOREHAM, NEW YORK 1 1 7B6
631 -zo8-B850 1
LICENSED PROFESSIONAL ENGINEER
MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINRERS
October 25, 2004
Town of Southold
Building Department
Re: Proposed Residence
5455 Indian Neck Lane
Permit#-30338-7--
Dear
3033 Dear Sirs:
Please note the following concerning this application:
• I have inspected the strapping and anchoring for the primary structure (residence)
pursuant to the building code and find that the work conforms to the plan as filed
with this application.
Please call if you should have any addition jLbput this application.
SIVicerely,
�''•f°�_;, ."� �J _frey 3ut{er, P.E'
l
r
FIELD INSF MON.1UTORT DTE cohowNTS'
g v
m
FOUNDATION(1ST) 3
--______ Y t4 •t raC k . tt
C
FOUNDATION(2ND)
•V} z
Y
ROUGH FRA30 NG
PLUbUWgG
,
�-r-
INSOLATION PER N.Y. C
STATE ENE&GY CODE y
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FINAL
ADDITIONAL COMMENTS
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Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release l
Data filename: C:\Documents and Settings\JEFF\Desktop\Manzi\2003_Jobs\030009-Indian Neck\Indian Neck.rck
TITLE: Proposed Residence r--��-
COUNTY: Suffolk
STATE: New York M 9 �
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE: 05/06./04 —
DATE OF PLANS: 5/5/04
PROJECT INFORMATION:
Indian Neck Road
Peconic,NY
COMPLIANCE: Passes
Maximum UA=520
Your Home UA=488
6.2%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 1330 30.0 0.0 47
Wall L Wood Frame, 16" o.c. 2920 13.0 0.0 205
Window 1: Vinyl Frame:Double Pane with Low-E 362 0.490 177
Door 1: Glass 63 0.240 15
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1330 30.0 0.0 44
Boiler 1: Other(Except Gas-Fired Steam), 86 AFUE
COMPLIANCE STATEMENT: The proposed building represented in this document is cons ilding plans,
specifications,and other calculations submitted with this permit application. The propos "��l; en ,signed to meet the
New York State Energy Conservation Construction Code requirements. When a RegistcF d- a Awl�stamped and
signed this page,they are attesting that to the best of his/her knowledge, belief,and prg�evsio §u nt,A, h fl5ns or
specifications are in compliance with this Code. `Y
Builder/Desigrttr _ _- Dale Z-11 ,
f/(fff(
1�
yk _n
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release 1
DATE: 05/06/04
TITLE: Proposed Residence
Bldg.
Dept.
Use
I
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] 1. Wall L Wood Frame, 16"o.c.,R-13.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.490
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break? [ ] Yes [ J No
Comments:
I
Doors:
[ ] 1. Door 1:Glass, U-factor: 0.240
Comments:
I
Floors:
[ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
[ ) 1. Boiler L Other(Except Gas-Fired Steam),86 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.
I
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
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 heating and cooling equipment and service water heating
I equipment must be provided.
[ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on
I the building plans or specifications.
I
Duct Insulation:
[ ] I 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.
I
Duct Construction:
[ ] 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).
[ ] I 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.
1
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
I 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 of New fork State , the Residential Code of New York State or
the New fork City Building Code ,as applicable.
I
Service Water Heating:
[ ] I 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.
I
Circulating Hot Water Systems:
[ ] I insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ J I 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.
I
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the
levels in Table 2.
Table l: Minimum Insulation Thickness far Circulating Hot Rater 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" LS' to 2.0" Over 2"
170-180 0.5 LO 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 ThicknessforHVACPipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F) 2"Runouts 1"and Less 1.25'to 2" 2.5" to 4"
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 LO
and Brine Below 40 1.0 1.0 1.5 4.5
NOTES TO FIELD (Building Department Use Only)
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release 1
Data filename: C:\Documents and Settings\JEFF\Desktop\Manzi\2003_Jobs\030009undian Neck.rck
TITLE: Proposed Residence
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached l or 2 Family
HEATING TYPE:Non-Electric
DATE: 04/04/03
DATE OF PLANS: 4/3/03
PROJECT INFORMATION:
Indian Neck Road
Peconic,NY
COMPLIANCE: Passes
Maximum UA=478
Your Home UA=453
5.2%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 1132 30.0 0.0 40
Wall 1: Wood Frame, 16" o.c. 2736 13.0 0.0 191
Window 1: Vinyl Frame:Double Pane with Low-E 346 0.490 170
Door 1: Glass 63 0.240 15
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1132 30.0 0.0 37
Boiler l: Other(Except Gas-Fired Steam), 86 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. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,such plans or
specifications are in c nphance with this Code. a<"gam
Builder/Designer n Date y` '"43QF 6`l! 1
--' R 5�P P 7 1. \�
tl I r-
r
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release l
DATE: 04/04/03
TITLE: Proposed Residence
Bldg.
Dept.
Use
I
Ceilings:
[ ] L Ceiling L Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
I
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 with Low-E,U-factor: 0.490
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
I
Doors:
[ ] I. Door 1: Glass, U-factor: 0.240
Comments: _
I
Floors:
[ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
I
Heating and Cooling Equipment:
[ ] I L Boiler 1: Other(Except Gas-Fired Steam),86 AFUE or higher
Make and Model Number
I
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.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors.
I
Materials Identification:
[ ] I 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 heating 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.
I
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.
I
Duct Construction:
[ ] 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.
I
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.
I
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 of New York State , the Residential Code of New York State or
the New York Cin,Building Code ,as applicable.
I
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.
I
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
I
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.
I
Heating and Cooling Piping Insulation:
[ ]
HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Kot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" 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 LO
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 LO 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)
TONIN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKL:
BUILDING DEPARTMENT Do you have or need the bollowi' before apply.
TORN HALLj14A 4, ?on3 Board of Health ✓
SOUTHOLD,NY I 3 sets of Building Plans
TEL: (631) 765-180 _ Planning Bo dapproval
FAX: (631) 765-9502
ttis�vc. northfork.net/Southold/ PERMIT NO. Check
Check
Septic Form
N.Y.S.D.E.C.
Exarruned_ �1 ' 11 p 0J Trustees
— Contact: "J _J
Approved_ �/ is . '0 03 IAW, INC.
Disapproved ac
Expiration_ (d", 0 O�
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 2Id' o-3 200-3
INSTRUCTIONS
a. This application NIUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,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 enacted 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 pursuant to the
Building Zone Ordinance 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.
l -
(Signature of applicant or name,if a corporation)
j,2 /72Lt,` %e -.-�
(Mailing address of applicant) // g.<
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises (1 o r-ds fir; ,n l N1,. n -Z. o m t? A „-{ rt c
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No. _
Electricians License NO.
Other Trade's License No. Aq /q 10lu
1. Location of land on which proposed work will e done:
54 55
House Nurnber Street Hamlet
County Tax Map No. 1000 Section S C Block L- Lot. 12—
Subdivision
ZSubdivision Filed Map No. Lot
(Name)
tate existing use and occupancy of premises and intended use and occupancy of pro gsed P-^ ruction:
a. Existing use and occupancy V a r , M-t r
b. Intended use and occupancy_ y C�•r.,e ,i-�� r e . .n �.`
Jature of work(check which applicable):New Building ✓ Addition— Alteration_—
epair Removal Demolition Other Work _
(Description)
Estimated Cost Fee
(To be paid on filing this application)
If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars -'I-
If business, commercial or mixed occupancy, specify nature and extent of each type of use. _
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
Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
Size of lot: Front__L L,_2 to Rear Ll J- , U q Depth 3`i o
). Date of Purchase Name of Former Owner
i. Zone or use district in which premises are situated K - 4 O
2. Does proposed construction violate any zoning law, ordinance or regulation° YES X NO
3.Will lot be re-graded?YES_NO X Will excess fill be removed from premises? YES_NO_
4.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No _
Name of Contractor Address Phone No.
.5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO )<
* IF YES, D.E.C. PERMITS MAY BE 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 pro'%ride topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF S� IIC
l Q�.61 Pr r n e- 11 being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the /t[1 p ri
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said N ork and to make and file this application:
that all statements contained in this application are true to the best of his knowledge and belief. and that the work-will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this.,
day of ( "�9 C7 202�
Notary Pliblic Signature of Applicant
ELIZABETH A STATHIS
NOTARY PUBLIC,State of New York
No.01 ST6008173,Suffolk County
Tenn Expires June 8,20L
STEVEN E. LOSQUADRO
ATTORNEY AT LAW
701D ROUTE 25A
ROCKY POINT. NEW YORK 11778
(631) 744-9070
FAX (631) 744-9421
WWW.L09QUA DROLAW.CODf
September 9, 2003
Building Department
Town of Southold
PO Box 1 179—53095 Main Road
Southold, New York 11971
Re: Manzi Homes, Inc. Building Permit Application
Indian Neck Road, Peconic, New York
S.C.T.M. 100-086-06-12
Ladies and Gentlemen:
I write in furtherance of the above-entitled application. Please be advised that
Manzi Homes does not have access to the right-of-way which was the subject of prior
correspondence with your office. In fact, in the deed which conveyed the parcel in
question to Manzi Homes, not only did Manzi Homes affirmatively renounce any claim
to or use of the right-of-way, it further declined any use or claim in the Schedule A
attached to the deed. Moreover, Manzi Homes represents that it shall affirmatively
disclose to any future purchaser of the property the fact that no access or claim to any
right-or-way exists. In addition,Manzi acknowledges that at this juncture (subsequent to
the conveyance of the property as described above), any use of the right-of-way might
constitute trespassing, and may be a violation of section 140.05 of the Penal Law.
I have attached a copy of the deed conveyed to Manzi Homes. Thank you for
your continued attention to this application.
Sincerely,
Steven Losquadro
attachment
cc: Gregory F. Yakaboski, Esq.
13 UILD II�d G— �4�I— �L�V�
Applicant/ / Date.
Owners Naive: Reviewed: / 2- 3
Architect/ _ Date
Engineer: `lam Submitted.
SCTM #:
District: 000 Section: 9P fzQ 1310 (S Lot: t
� o W J-
Project � Subdivision
Location: �I-�BG�-ate �eAct -- �,-Golt.�t�_ Name:
Single & separate Required
certification: {Yes/No,
Rcy. p (Ir Rcy. j
Toning District.- ll,ot size: Actual: /. / (@ v I (Lot coverage 24) Proposed
Rcy �`�_ Rcq. B �r1�( Req. �
((=root Yar 5 Proposed:-F - J [Side Yard V J Proposed: [Rear Yard S Proposed (/J
Project Description: N�_��2�,Ilt.a� n-�-�c
AGENCWERMITS Permit
REQUIRED FOR REVIEW N.A. ISO YES Number
Suffolk County Health Dept. CR/D'd3-031�)
New York State D. E. C.
Town Trustees
n
Town Zoning Board approval: _J
Town Planning Board approval: ! _�
Flood Plane Elevation???
Flood Zone: �� t
to •
a T�
#41
COPY FOR YOU ' p - r�:v- ,
INFORMATION 141A r1i
l00 -1 3
3�
LJ ILD 1N-V 1 .W 111 1 1' J=� N I
Applicant/ / Date.
Owners Nance: ,1- 04 dr'0111--, Reviewed: y v2
Architect/ 61_ Date
Engineer: Blzt& Submitted.
SCTM (l: '
District: 1,000 Section: 131 ,k: (0 Lot:
In wi;1 Q
Project n - Subdivision
Location: �IM�L�—ate. �� +' �1�-mac Name:
Sin&le & separate Required
certification: (Yes/No)
Req. �^� (,�.� Req.
/oning I)iunct: _ ii,ot sizer ! Actual S 1 (I,01 coverage Proposedt r�' M
Rcy. (Y Rcq. ( ( Req. C
[I-'root l'ar O Proposed:�J [Side Yard � J Proposed:J�� /-`f1`J [Rear Yard �.7 Proposed �1
Project Description: N&) c 4 _
0cp
AGENCUERMITS Permit .
REQUIRED FOR REVIEW N.A. ISO YES Number
Suffolk County Health Dept.
New York State D. E. C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
Flood Plane Elevation??? 7
Flood Zone: I '"
Notes.:
Ll
Y4, )f4.fJp. M
41� x y! 4 - IC,-0- �-4 -
T
/Gb -/3
0.
21 fx-- T;,n4 9=LZ Q--
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K D S•
etL
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 04/17/03 Receipt#: 0
Transaction(s): Subtotal
1 Septic Permit-Construct- Resid. $10.00
Cash Total Paid: $10..Q0
Name: Manzi, Homes Inc
P O Box 702
Rocky Point, NY 11778
Clerk ID: BONNIED Internal ID:73382
DESIGN CRITERIA •THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)-
SEE DETAIL SHEET FOR WIND SUBJECT TO DAMAGE FROM
HIGH WIND CONNECTION WINTER ICE SHIELD USE/
REQUIREMENTS GROUND SPEED SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF
SNOW DESIGN LINE
LOAD (MPH) GATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION
MODERATE SLIGHT TO II YES FROM 1998 PERIMITER EDGE ZONE • 67.1 peF EDGE ZONE • 35 6 pef R-3 76'0" FIRST FLOOR • 1131 TYPE V
OPENING PROTECTION BY 4$ ne! 170 B SEVERE 36" TO HEAVY MODERATE FIRM MAPS 40 pef 20 pef INTERIOR ZONE 51.4 peF INTERIOR ZONE • 78.9 pef SECOND FLOOR • 1131
WOOD STRUCTURAL PANELS
PERSUANT TO 1609.1.4, SEE
FASTENING SCHEDULE ON - - - - -
-- \®{ DETAIL SHEET IN THIS SET
- - - --- - - - - ASPHALT ROOF SHINGLES ITYPJ - - -
__---VINYL SIDING ITYPJ
- - - '- - — ' TOP OF PLATE o
'O" OH
- _ - CONT. SOFF.
- - - - VENT
®
OPTIONAL GRILLES --- k -
ACTUAL PATTERN _ - - - - - - - - - - - - -- - -
MAY VARY - - -
TOP OF SUBFLOOR VINYL SIDING ITYPJ
'OP OF CEILING N
m
-1pil
•
all COLUMNS
- -_-_-_ - _-- - -- - - -- -- -_- - - -
_ - ®TYPICAL
- -- - - -__- - --
_
N
- -
-
WOOD RAIL - _ - -- -�---- - - -- - - - - - -
ffm
PER CODE - -
TOP OF 5USFLOOR - - - - - - - -
— TOP OF FOUNDATION W
I
i
I
B" RC. FND. WALL N X
ZON 16" X B" P.G. FTG. L� 17 Q
o 17
W LU q
I I I
I m I I mm
I �
I I I J
r n
I I I I I
I
I
_ . TOP OF FOOTING
IL
_
v Q
FRONT ELEVATION LEFT SIDE ELEVATION X w
DONT. RIDGE VENT
tu
0
-- - E WOOD FRAME CHIMNEY - _ - _ __
m/ VINYL SIDING - -
_ VMB NG TE
Ar �� JEEPo
�-:-_ASPHALT ROOF SHINGLES RTP.) - -- - � - - 4MG @EFUn_ ..Q'`V IN ��
L W
l: -7
VINYL SIDING ITYPJ _ .. - -_ - _ -_ - ... '- _ _ _ _ _ - - - _ - - - -__ - - ____ ENGINEER
-
- -- - - - -- _ - -- -- - _ - -- -
_ LUMBER CEPTIFICA710i f ,
ON LEAD CONTENT BEI-01 E
CE 4TIFICATE OF OCCUF A A 3 Y -
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-- - -__ - - _ _ - — _ - - TOP OF SUIBFLOOR - --- --- VINYL SIDING ITYPJ - - - _ _ - - - - - T- - - - -- - - - U Q
- — — TOP OF COILING - - - - REQUIRED. LU
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— ' -- TOP OF SUBFLOOR - - -
DA B.P.i o2 9 7 /n 0_ O o 2
— - TOP OF FOUNDATION O2 8 O BY:
FEE:
_ NOT FY BUILDING DEPARTMENT T
780802 IAM TO 1 PN FOR TYI �
m OCCUPA�m. Y FOUDWING INSPECTIONS:
i OR 1. FbUNDATKIN - TWO FE��MREO
USE ISy(JNLAWFUL FOR POURED CONCRETE
2 RbUGH - FRAMING i PLUMBIW-
UT CE�'RtIFICATE"4. F��c�'oNSTRUCTKx� MUST
i__________________________ _____1�______________________________________�__ - TOP OF FOOTING _L________________________________________---I ____ _�J - 4 I' OCC- J----YY BE COMPLETE FOR C.O.
I
____L_______1__
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_ _______________ - - — __ ____ ______________________________________,_____ i -REQUIREMENTSOMI SHALL MEET
- L____-- ----- _ ------ - -- -iiEOUIREMENTSOTRESPCODES OFN 10
`----------`-----'----------------'----------`-----'-------------------------------------'----' - - - - -- YORK STATE. NOT RESPONSIBLE FO
REAR ELEVATION RIG -IT SIDE ELEVATION UNDERWP17RSCERTIFICATE DESIGN OR erON ERF OR �(
REQUIRED FLOOD ZONE / `
COMPLY WITH CHAPTER "46
SOUTHOLD TOWN CODE.
SEE DETAIL SHEET FOR
HIGH WIND CONNECTION
REQUIREMENTS
2X17 RIDGE
7(/0" OPENING PROTECTION BY 2X10 RAFTERS
I5- ELT 9NEATHING
WOOD STRUCTURAL PANELS
'S' FELT
PERSUANT TO 1609.1.4, SEE
1'U" 9'IV, TO" FASTENING SCHEDULE ON ASPHALT ROOF SHINGLES
DONT RIDGE VENT
DETAIL SHEET IN THIS SET
0
4'6" 4'6" 2X4 G,T- 0 32" O.G.
SEE DETAIL SHEET FOR
HIGH WIND CONNECTION
REQUIREMENT$
ATTIC
2817
o -_________________�``3___� _
n
LINE OF DECK ABOVE
L________________
-2x10 GGA GIRDER �• •-2x10 GCA GI ER I -
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0
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TYPICAL
p U , 1, 1, 1/2" GWB rc
2X4 5TUD5 0
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mx o 1/T OSB SHEATHING BEDROOM o4
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1 VINYL SIDING
4
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20 i 0G. — _
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. TOP OF FOUNDATION
9 m TING 2 F J GRADE
ITYPIGALJ - — - — - — _,— _ — _ — �II PITCH GRADE
AWAY
2-I 3/4"x1'1 T/B° M.L. HDR, FOUNDATION -�
WITH 3 V4' STEEL COL OMx
1. FTG. -
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2- F_J 2-2x6 GGA SILL Lu
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♦, e V -U' _ �_{, -0 SILL SEAL Q W
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1 1 AIL �• 0"X16" GONG. FTG.
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F.J. DAMPROOF BELOW GRADE Nl Q
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4 U SECTION A-A y- ztlj m
- - - - - - '- - - - - 1, O
p 2- F r. Q �
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ENGINEER:
11 fi
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m R NJ O F.J. c 16,. O G.
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-
♦____________ L' ___
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__________________________________-----lLI TUB SLOWER
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Q O c 2x10 CGA w/ 2x2 GC4 LEDGER. BOLT 3y' WASHER
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Q O
21. 3" � 211W LL
GREE PER ,K r ° - 2'
m wt \ 2-2x10 GGA GIRDER a RIDGE VENT 3 r ----_ 3 3 U O
10' RE x 42' dx10 GGA . •-, n __( LxIC GGA �• _U _m T a'________ 3 JL__ _ _ , Q 30 0
,_ BIRDER 'o-.xl0 GGA
DEEP _'
POURED GON „ 6HINGlE RIGCON 6HINGlE RIDGE GAP 'A L r� l
,OR TO 'NDISTURBED SOIL) _ GIR R A GIRDER. —� .U� 0 1L Z 0
__� - - _ — _ T- — _ n a
TH 6X& CCA
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ROOF SHEATWNG ITYP 1 MAIN FLOOR SINK G W 2 2 77 U WiC.3 SLOWER 0 z u i u
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3 FAI Q o
RAFTER G.O C z v
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FOUNDATION PLAN SANITARY SEPTIC SYSTEM z
SMOKE DETECTOR RIDGE SEAM HOUSE TRAP • U
O
INTERCONNECT PER CODE
RIDGE vENT DETAIL PLUMBING RISER DIAGRAM (NTS)
PAGE :
2 of 3
260"
LIGHT t VENTILATION SCHEDULE:
111 011 2,11„ y,0„ T,0"
FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION
ROOM PROVIDED REQUIRED PROVIDED REQUIRED
fi'(i' 1+'G" ;'6" 4'G" fSp.FT.J (SQPT l fSQ.FT.J iSp.FT) (Sp-FT.J
FIRST FLOOR
11 0„
KITCHEN ST/
K211.1 42.39 22,2 23.1 ILI
O TCHEN
30464 O LIVING RM/HALL 243.1 32.4 19.4 11.85 9.1 1TO" 2'II" y'0" r0"
- 1�
STEP pb 2-2x10 HDR vs c BATH 547 ARTIFICIAL 4.4 ARTIFICIAL 2.2
1 N" (i 4" 6" T6"
- 3-2xo HDR ■ DEN 186 32.4 14.8 11.85 74
12'4"
U -
p COVERED PORCH
STUDY 141.6 32.4 11.3 11.65 5.1
b
- n
3046-2
- g s a 5/4"x6" CCA DECKING BREAKFAST � _ + SECOND FLOOR I _
6 • U Opp 2x10 rI^OR .� 'oO
°v m m 9'O" GLC. NGT. MASTER - ry0I
x d _
BEDROOM 265.6 56.8 21.2 31.58 10.6 = 11 _
m II F /NJ 10 F.J. • 16" O.C, li O Q 1
h /' 3 MASTER BATH 102.2 24.36 8.2 13.61 4.1 RAIL PER CODE 2x10R.R. I 2.10 R.R.
o16" O. o16" O, _
BEDROOM •2 159.8 45.8 12.8 17.85 6,4 1 `p =
2-2x10 HDR. U :T < 5 0
�r
6'0"SLIDING d SITTING AREA
Q - RUBBER MEMBRANE ROOF >
4-2X4 POST B' = BEDROOM �3 152.9 32.4 12.2 11.85 6.1 1 1
O BATH 52.1 5.42 4.2 3.09 2.1 1 h
MtEFdC=ERC CLEJRCNCE
OOO GIIRNING p4EPLLGE U) -T ' D AW TL
wEdR-w pEY CCOE II'
M T
-I. - AO-. FREIi- IL �I � � - -1 O � � �
dIR IMLKE dC F .R / \ - - 2 - - - - - - J
SpER OpE iERIFY SVE -j'-d - - - -- - -IL � - � 24310-2 I
_ rQ KITCHENQOV -
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2x10 R.
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o
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a, J'4" 6" i' T" i'4" 7-2x10 HDR 1 10
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mum BEDROOM •3 l'o" 0"
To GTT, z 441
O
2x10R.R. ✓0 16" O.0 i1
I ENGINEER:
52
3O 2'0•, a 7-2x10TK HDR 1' 2- a - /22x8 CJ. I6 O.G. 2x10 R.R. 0 16" O.G. m
• ALSE R.JILs I I a BEDROOM =2 068-33068-1066CATH CLG.1218" 1",4�,COVERED PORCH
"' - - 3046 3046 , n 1 O G �� 4 L
m x x 3_ y=
ry o • _ 2x10 R.R. 7� 2x10 R.R PvwvT9a�J
3-2x8 aIRDER 3-2xE GIRDER 3.2,E GIRDER WINDOW s DOOR SCHEDULE - sO O I R Ib" o � a I6" o. I JEFFREY T. BUTLER, P.E.
RAIL PER CODE WINDOWS MANUFACTURED B`" ANDERSEN - 400 SERIES /UNLESS OTHERWISE NOTED) 2x10 HDR
E" D14 FIBERGLASS DOORS MANUFACTURED BY 'HERMATRU (UNLESS OTHERWISE NOTED) 1 p
COLUIMN 'YP
STEP UNIT CLEAR OPENING 1 - - - - - - _ - - - a
GLA55 PENT TOP OF SUBFLOOR TO L
KEY COMMENTS QUANTITY - p 5
NO. 50 FT WIDTH DEPTH (5Q_FT.1 'SQ.FTJ TOP OF INSIDE SILL STOP O 'l. w m
WINDOWS ------ 'I i,' U (] O
lIII" $' K" T fi" N G" 6'6" 2046 3.87 2, 11/16 24 1/2" 6,Eo 3.89 28 1/8" STRUCTURAL PANEL d8" x 5'3"J 4 /' LU
2432 3.06 26 11/16' 161/2, 542 3.09 44 1/8" STRUCTURAL PANEL (5'0" X 4'0") 1 u)uJ
�[
• 13'P„ I l'p"
h 230322 3.98 34 II/6' 161/21,211.96 4 02 44 1/8' STRUCTURAL PANEL (3'8" X 4'0`) 1 z 9
1 7.66 361/8', STRUCTURAL PANEL O a: tu
x 40")
6,n" 6 6" (� Q (�
O 3046 5.91 34 11/16" 24 1/2' C.BO 5.95 281/0 MEE75 EGRESS REQUIREMENTS PER NYS CODE 10 O Q
STRUCTURAL
PANEL 5S v
J Z
13'11" 1'(" -
6 3046-2 5 91 34 11/Ib" 24 1/2' 21,6 HIS 281/5', MEETS EGRESSREQUIREMENTS PER NYS CODE 3 O O O
SEE DETAIL SHEET FOR NIGH IMPACT GLASS - I�
FIRST FLOOR PLAN HIGH JIND CONNECTION 3052 591 34 11/16' 24 I/2" 10.80 595 IB I MEETS EGRESS REQUIREMENTS PER NYS CODE 5 611„ u p
REQJIREMENTS STRUCTURAL PANEL 30" X 6'3") U =
e CTN30-2 5.91 34 11/16" 24 1/2" 35 11.9 28 1/8^ MEETS EGRESS REQUIREMENTS PER NYS CODE ,
LIVINGS AREA = 1132 SQ, FT, O Sass-r HIGH IMPACT GLASS
FRONT PORCH 162 SQ. FT. 9 2811 2.E 29 3.'8" 13 15/16" 6 3.2 BOTS SEE DETAIL SHEET FOR OU nl
2 5/B" 1w/ 6E" t0 ANDERSEN 200 SERIES HIGH WING CONNECTION
OPENING STRUCTURAL
BY OM OF HEADER HEIGHT) STRUCTURAL PANEL l2'9" X I'B'7 3 SECOND FLOOR PLAN
REAR DECK = 110 SQ. FT, WOOD STRUGTURLL PgNELs
REQWRN, "
SMOKE DETECTOR PER5UANT TO Ibo9.64, SEE DOORS
INTERCONNECT PER CODE FASTENING SCHEDULE ON
DETAIL SHEET IN THIS SET O 9 LITE DOOR w/ HIGH IMPACT GLASS LIVING 'AREA = 1132 5Q. FT.
OPENING PROTECTION PAGE ;
REAR DECK = 110 SQ. FT, w00D STRUCTURAL PANELS
O3068 -- - -- -- 9 LITE DOOR m/ HIGH IMPACT GLASS 3 PERSUANT TO 1609.1.4, SEE
SMIOKE DETECTOR FASTENING SCHEDULE ON 3 o f 3
IZ PS6 - -- -- -- HIGH IMPACT GLASS INTERCONNECT PER CODE DETAIL SHEET IN THIS SET
FACE OF FOOTING
2.4 CONTINUOUS
TABLE 1609.1.4
LATERAL BRACE AT 6' O.C.
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS
2-I0d NAILS
GABLE END TRUSS FASTENER SPACING
2 FEET 4 FEET 6 FEET
PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN
- a FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < B FEET
U � 1
m
a iI ii 7 I/1" '6 ly16179
WOOD SCREWS
If
W
p p JL7
I 10-ad 7 I/T 'B
NAILS WOOD SCRBUS
N/3 BUT NEED NOT H
a- THIS
MEAN BLE BASED
14 33 MAXIMUM
FEET R (IND SPEED (3 SECOND GUST) OF 130 MPH AND
5d COOLER NAILS AT 10" O.O.
EXCEED 40 FT. MAX.
FASTENERS
• \�//\%/���/�\/ // / BLOCK
4 OdFNTO AILS�CH c. NAIL5 SHALLSHALL
IOd COMMONINSTALLED 12OPPOSING AS DS OF THE WOOD STRUCTURAL PANEL.
H/2 BUT NEED NOT J d. WHERE SCREWS ARE ATTAGHED i0 MASONRY OR MASONRY/STUCCO, THEY SHALL BE
EXCEED 15 FT. MAX. GYPSUM BOARD
ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM
WITHDRAWAL CAPACITY OF 490 POUNDS,
5d COOLER NAILS AT l" O.G. 70 GAUGE STRAP
\///\////// I WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/I6 INCH (11.1 m) Q
AND A MAXIMUM OF B FEET (2430 _m
10-8e NAILS
L PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT a
HARDWARE PROVIDED.
FOUNDATION CLEARANCE FROM SLOPES g. TABLE FROM SBCCI - 1999 EDITION.
FIGURE R403.1.1. 1 ENDWALL STUDS
GABLE ENDWALL BRACING
(WFCM FIGURE 3.6a)
m
EXTERIOR OR BEARING WALL m
• TOP PLATE6 ENDWALL JOIST
A A
STUD BLOCKIN
NOTCH GREATER THAN
5p% OF THE PLATE WIDTH BLOCKIN 16d NAIL AT 74" O.G. GYPSUM BOARD 111
BORED HOLE MAk 11--
DIAMETER 60% I6 GAGE (0.054") AND LS" WIDE SECTION A-A
OF STUD DEPTH METAL TIE ACROSS AND TO EACH X
SIDE OF THE NOTCH WITH B-16d
5/6" MIN. TO EDGE NAILS EACH SIDE Q
WOOD STRUCTURAL. PANEL W Z LL
INSTALLED IN ACCORDANCE
5/a" MIN. TO EDGE Bd NAIL AT 6" O.G. WITH NAILING SCHEDULE
FLOOR BRACING AT END BAYS (ALL PANEL EDGESJ (TABLE 3.1, WCFM HIGH WIND EDITION) r f
NOTCH MUST NOT EXCEED
40% OF STUD DEPTH TOP PLATES (WFCM FIGURE 3.6b) Sd NAIL AT 17" O.G. ON ALL U7
FRAMING MEMBERS NOT AT cl Q
PANEL EDGES
PIPE
(a) OUTSIDE CORNER DETAIL X.B
Bd NAIL AT 4" O.C.
BORED HOLES SHALL NOT
BE LOCATED IN THE 5AHE
CROSS SECTION OF CUT OR 0
NQTGH IN eTuo TOP PLATE FRAMING TO ACCOMMODATE PIPING (A NAIL ?T 6" Q.G. GYPSUM BOARDIn
��� (ALL PANEL EDGES, W d 19
I7" MAX.
NOTCHING AND BORED HOLE LIMITATIONS NAILS BASED ON Lu
SHEAR WALL REQUIREMENTS --�
WOOD STRUCTURAL PANEL
FOR INTERIOR NONBEARING WALLSINSTALLED IN ACCORDANCE
ENGINEER:
I9,d NAIL AT 24" O.G. WITH NAILING SCHEDULE
(WFCM 1995 SBC HIGH WIND EDITION, 3.4.3.1. 1) NO CEILING-2 (TABLE 3.1, WCFM HIGH WIND EDITION)
CENTER 2. BLOCKING �jF IP�iq'
DIAPHRAGM ON SHEATHING JOINT Bd NAIL AT 6" O.G. ON ALL
REQUIRED FRAMING MEMBERS AT PANEL
RAFTERS AND CEILING �" P�CrEy i
EDGES AMC) 12" O.G. ON ALL
JOISTS OR APPROVED 15/32 WOOD STRUCTURAL PANELS
ROOF TRU59 ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT
PANEL EDGES
BASED ON 5HEARWALL REQUIREMENTS r
(b) INSIDE CORNER DETAIL
PLATE-
TOP PLATE SECOND STORY SEE DRILLING AND GFS \
NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMING
V6"bFV/fl� u
JOIST IS PERMITTED TO PREFERRED METHOD JEFFREY T. BUTLER, P.E.
BE OUT OR NOTCHED WALL STUD-
TOP PLATES FLOOR JOIST- BETWEEN
/THESE LIMITS SEE DRILLING AND W
SEE DRILLING AND / \ NOTCHING PROVISIONS S
BOTTOM PLATE NOTCHING PROVISIONS // \Yo
3.3.I,L1 1/31 1 1/3 SPA WFCM SECTION 3.4.1.dWFCM SECTION
d
JOIST ENDS TO BE WALL WALL � 0
BLOCKED AGAINST 4„ WAL 4" 4" n
STUD C T ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE
WITH WFCM 3.3.1.3-END RESTRAINT 4�L�A�.NOE
W Z Lu Q
FOR BLOCKING AMC) 3.3.1.4 BRIDGING W
BORED HOLE MAX BAND J015T AND BRIDGING Tue .4 ff
DIAMETER 40% TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 Z Q a "
OF STUD DEPTH R PUe 5 os TYPI AL 21" CLEARANCE I `^ In
BEARING VJ Q
WALLHEdDER CONNECTORS IN FRONT Or J Q
5/0" MIN. TO EDGE NI
A A REQUIRED OPENING 1- tu
5/5" MIN. TO EDGE LAP JOIST 3 IN, MIN. LAVATORIES a z
SHOWER
BOTTOM (PLATE WATER
BAND JOIST CLOSET w Q
NOTCH MUST NOT EXCEED OR BLOCKING I FULL LENGTH WALL j OR BIDET WALL W
NOTCHES SHALL NOT BE
25% OF STUD DEPTH HEADER STUDS
JOIST WALL STUDS 15" a o
I
LOCATED IN MIDDLE ONE-THIRD SILL PLATEN
OTE Q
OF STUD LENGTH
CRAWL SPACE SUBFLOOR UPLIFT CONNECTION 15 REQUIRED
IF HOLE IS BETWEEN 40% AND 60% OR BASEMENT ------ ---__ AT EACH END OF HEADER AND
OF STUD DEPTH, THEN STUD MUST BE FOUNDATIION ^`\ rr---rr AT BOTTOM OF HEADER STUDS IN
BORED HOLES SHALL NOT ri `-N IUPLI ADDITION TO CONNECTORS AT
DOUBLE AND NO MORE THAN TWO p �7
BE LOCATED IN THE SAME G NEC WALL STUDS AND AT TOP AND o
OROS$ SECTION OF CUT OR AND 6 BO STUDS ARE DOUBLED R H UIRi BOTTOM OF CRIPPLES
AND 50 BORED ��, 1� 71" CLEARANCE 21" CLEARANCE
NOTCH IN STUD A A
TUB
PLATFORM FRAMING INTERMEDIATE
NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL PAGE :
E :
FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT WATER CLOSETS 1— fi
(WFCM 1995 SBC HIGH WIND EDITION, 3.4.1.1.1) CONNECTIONS FOR OPENINGS FIGURE R301.2 1 of 2
MINIMUM FIXTURE CLEARANCES
GENERAL NOTES (TABLE 3.8 WFCM NIGH WIND EDITION)
The design of this structure is based !pan the prescriptive approach using the 1 All work shall be performed in accordance with all state,
120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manuel, Hlgh Wind Edition (WFCM)published by The American Forest Municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
and Paper Association 11995) having junsdiclion and best standards of construction (110 MPH 3-SECOND GUST • 90 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1.2.1.31)
Non-structural elements are based upon The New York Stale Residential Code-January 2003 practice °
(TABLE 3.1, WFCM HIGH WIND EDITION) For the Climaue and Geographical Daslgn Criteria,see Table R301 2(1)on cover sheet The American Institute of Architects Conditions shell apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
All non-engineered lumber to be Douglas Fir 42 or better to all work performed on this project. SHEATHING LOCATION STUD 9PAGING OR PANEL SIDING FOR Bd COMMON NAILS
Wind Llmdations-Section R301 2.1 2 The Contractor shall verify all conditions at the site Any 15EE NOTE U INCHES, D.C.) °
JOINT DESCRIPTION (SEE NOTE 3) aNCHES, O.c.1
NUMBER OF NAIL$ MAIL SPACING Design ng Schedule
For
R301.2 1 1 (Sea Table R301 2.1 2 for Wind-Borne Debris Protection discrepancies must be prof co construction
the attention of the Engineer E 6 (SEE NOTE 3J
Dead Log Schedule For Wood Structural Panels) poor to commencement of reported
The Contractor star shall be 4' PERIMETER EDGE ZONE I6
ROOF FRAMING Deed Load-Section
3301 3 responsible for n job cons not repotted once he has started work p 6 SEE NOTE 3) °
Live Lnad-Section R301 4 except for hidden job conditions
RAFTER t0 TOP PLATE !TOE-NAILEDI 4-ed PER RAFTER Light and Ventllahon-Secbon R303 3, Contractor shall guarantee to the Owner that all materials and E 6
Minimum Room Areas-Secuon R304 equipment Incorporated in the work will be new,and that all work INTERIOR ZONE 16
CEILING J015T TO TOP PLATE (TOE-NAILED)
4-8d PER JOIST Ceiling Height-Secuon R305 will be of good quality, free from faults and defects for a period p 12 (SEE NOTE D
Sanitation-Sector R306 of one year from the dale of the final Certificate of Occupancy
CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) S-I6d EACH LAP Toilet Bath and Shower Spaces-Section R307 4,The Engineer shall not be responsible for the construction means, E 4 SEE NOTE 4)
Gazing-Section R308 methods,techniques,sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS
F
CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-I6d EACH LAP Garages and Carports-Section R309 precautions and programs in connection with the work,and he `
6-8d PER TIE Emergency Escape and Rescue Openings-Section,R31IT shall not be responsible for the contractors failure to carry out
E • NAIL 5PAGIN6, AT PANEL EDGES I IN.)
DOLLAR TIE TO RAFTER (FAG&NAILED) Exits-Section R311 the work In accordance With the construction documents The
F NAIL 51 INTERMEDIATE SUPPORTS IN THE PANEL FIELD IN.)
BLOCKING TO RAFTER (TOE-NAILED) 2-ed EACH END Landmgs-Section R312 Engineer shall not be responsible for the acts or omissions by ;
Ramps-Section R313 the contractor. No changes shalt be made In the documents
RIM BOARD TO RAFTER /END-NAILED) 2-I6d EACH END Slairways-Section R314 andlor the building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
Handrails-Section R315 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RECUIREMENTS SHALL BE USED •.
WALL FRAMING Guards-Section RS16 5.The contractor and all subcontractors shall maintain continuous
2-I6d (SEE NOTE U PER FOOT Smoke Alamd"eclion R317 Insurance coverage Including statutory policies(Worker 2. T dLATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING °• SI eon Stron Tie
TOP PLATE TO TOP PLATE (FACE-NAILED) poem Plastic-Sechon R318 Compensation,etc.)and general liability n an mount not ME*ERS WITH 610.49. FOR FRAMING MEMBERS WITH 0.4RGK0.49, THE NAIL SPACINGS SHALL BE ° g
4-I6d JOINTS - EACH SIDE Flame Spread and Smoke-Section R319 less that E5 million and automobile liability and damage REDII TO 6 INCHES O.O. MTS30 C MTSI2
TOP PLATES AT INTERSECTIONS (FACE-NAILED) Insulation-Section R320 coverage not less than$2 million The Engineer shalt be I AT EACH ROOF RAFTER
STUD TO STUD (FACE-NAILED) LI6d 14" O.G. Dwelling Unit S Re atn rs-Se do R321 a named insured an any and all termite
caes,shields
Moisture Vapor RetauonrsSectionn 321R32 6. amedirovide cured nary untermiteshislds aver fibrous 3. TABULATED 6 INCH O.G. NAIL 9PAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING USE 8-161 NAILS AT
I6d 16" O.G. ALONG EDGES Protection Against Decay-Section R323 Insulation at all perimeter sills MEMBERS WITH GR
f0AS. FOR FRAMING MEMBERS WITH 0.4GKO.49, THE NAIL SPACINGS SHALL BE EACH END
HEADER TO HEADER (FACE-NAILED)
Projection Against Temades-Section R324 7.All wood in contact with concrete or masonry to he Wolmanized REDUCED TO a INCHES O.C. IT
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2x4 STUD Site Address-Section R325 or pressure creosaed 9
Accessi dlity-Section R326 B A single station smoke detector alarm device shall he installed 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
3-16d PER 2.6 STUD Flood Resistant Construction-Section R327 in each bedroom,an ail Coors and shall be all interconnected per code MEMBERS WITH 350.413 FOR FRAMING MEMBERS WITH 0.42LG70.4e, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER
4-ffid PER 2x8 STUD 9 All bathrooms Without operable windows to he mechanically ventilated REDUCED TO 3 INCHES O.G.
Foundations-Chapter 4 as per New York State Code, CONNECTION
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOI5T OR BLOCKING (FACII ILEO) 2-I66 15EE NOTE 1,11 PER FOOT Design based upon presumptive load hearing values of sandy gravel andlor gravel at 3000 pounds 10 Heeling to be designed to provide 70 degrees F With outdoor
per square foot Contractor to consult Engineer if different soil materials are found upon excavation, designed air-temperature of 0 degrees F and 15 MPH Wind
FLOOR FRAMING or lest hate,for alternative footing and foundation wall design 11 All electrical work to hem accordance to the rules and Simpson Stroi le
PER JOIST regulations of the N.Y B,F,U Local, certificate is MTSI2 - 16" D.G.
JOIST TO SILL, TOP PLATE OR GIRDER ROE-NAILED) a-Bd Foundation Notes. to be presented to the Owner at the completion of the jab
A"Anchor Baits(SSTB 28)Sae Doan on this sheet for spacing 12 Plumbing Installation to comply with State and Local codes USE 4-86 NAILS
BRIDGING TO JOIST ITOE-NAILED) 2-ed EACH END B"poured concrete foundation wall.8'0"high, 30004 test and the sewage disposal system to meet Health Department standards. AT EACH STUD
2-ed EACH END Minimum deplh-Secuon 403 1 4, 48"minimum coverage to top of footing 13 Do not scale drawings Use figure dimensions only. m
w
BLOCKING TO JOIST ROE-NAILED) EACH x B'poured concrete wallfootings, 3LI X 1 test
14, All work to conform to the rules and regulations of the New York
BLOCKING TO SILL OR TOP PLATE ROE NAILED) 3-I6d EACH BLOCK 2-1 'G"x 1 17/8" to floor s Girder(or 3 K"x 11 7/e"Power Beamr heal Energy and
ail exterior
Construction toh Code All glazed area to be double O
4"pouretl ronrrele floor slab Valli 6xfix410 mesh and vapor tremor glazed and all exterior doors In have insulated rorss m
( FrGER STRIP TO BEAM i FACE-VA'_EDJ 3-Ibd EACH JOIST Damp proofing at exterior foundation below grade-Section R406 15 The Insulation protection as indicated on(hese plans exceeds
30"x 30"x 12"deep poured concrete column footings, 3001 test the Coda's minimum standards y
3-Bd PER JOIST Deck end porch footings as noted, 30004 test,48"minimum burled depth 16 These drawings and specifications are Instruments of service and s
s o
Foundation wall to extend a minimum of B"above finished grade shall remain the properly of the Engineer whether the project for JOIST ON LEDGER TO BEAM ROE-NAILED) ;
BAND J0167 TO JOIST (END-NAILED) 3-I6d PER JOIST AIL footings to be tamed down to undisturbed sad which they are made is executed or not They may not be used �• + g
6d (SEE NOTE 1) PER FOOT No footing shall be set higher than a 30 degree angle from any other looting on any other project except by written authorization of the Engineer
BAND JOIST TO SILL OR TO= PLATE (TOE-NAIt_FD/ 2-Ir
Pour no concrete on frozen ground or m freezing weather 17 The engineer has not been retained far site supervision, on-site • ' m
ROOF SHEATHING Provide 3',"steel tally columns inspections and ceruhcations as required or requested by the owner, • ,
Backfill shell not he placed against the wall until the wall has sufficient strength and has been contractor or local building department
STRUCTURAL PANELS ad (5EE TABLE 3.BJ anchored to the floor above, or has been sufficiently braced to prevent damage •° s
by the backfill(Section R404 1.7) UPLIFT-CONTINUOUS PATH CONNECTORS ° s
0
DIAGONAL BOARD SHEATHING
Floors-WFCM hall belpg ie Method USE FOLLOW
STRONG-TIE CONNECTORS °
I"x6" OR i"xB" 2-Bd PER SUPPORT Floor framing shell be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION ° s
FOLLOW PRODUCT SELECTION GUIDE AND
I"x10" OR WIDER 3-ed PER SUPPORT DFirelmr
on R502 backg-Section R502132 CONSTRUCTN MANUAL FOR ION CATALOG C HIN/02 IND RESISTANT 0
CEILING SHEATHING Floor Construction. ANCHOR BOLTS IN FOUNDATION USE LTP4 - I6° O.0 0
GYPSUM WALLBOARD 5d COOLERS I" EDGE / 10' FIELD 'L'OSB plywood witficor,fasten per Table 31 WFCM SSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR ° n
Floor ioads:See Foundation and Floor Plans spacing as noted NOTES FOR SPACING PERIMITER AND Simpson Strong-Tie �1--
WALL SHEATHING Fasten per Table 31 WFCM
M5TA36 - 16° O.G.
2-2x6 CCA sill with termite shield and sill seal SILL PLATE TO RIM JOIST USE GARAGE/HOUSE X
ad (BEE TABLE 3 9) Finish floors per agreement LTP4 16"0 C.AT EXTERIOR PERIMETER COMMON WALL 1 USE 4-Ed NAILS ^j
STRUCTURAL PANELS �r
gREBOARD PANELS Wall Construction-WFCM Prescnfuve Method AND GARAGE/HOUSE COMMON WALL USE 4-Bd NAILS AT EACH STUD
USE 4 8d NAILS AT EACH END W � LL
tb' fid 3 EDGE / 6' FE_C Wall framing and finishing shall the nailed and or screwed in accordance with AT EACH END 1 Ill 'D r-
Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE. J ty M do
3 Bd 3' EDGE , 6' FIELD 1x6 Pine lanae wrap SSP CONNECTOR AT'S" O C FLOOR TO FLOOR CONNECTIONS �. O r "
tS Overhangs as noted USE 4 tad NAILS AT EACH END SILL PLATE TO RIM JOIST AND
V di
GrF'J" I.JAL,-BOARC Ed COOLERS T" EDGE / IG' FIELD Vmyl vented soffis m N di
ad �SEETABLE39) Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE RIM JOIST TO STUD CONNECTION Ca cry
v �
HATS 00ARD Siding See Elevations MTS 12, 16' O C
PGRT,GL.FBGARD PANE-5Bd (5EE TABLE S,91Tyvek hausewrep USE 4 Bit NAILS AT EHCH END O
Y,"OSB sheathing see fastening schedule,Table 3.1 WFCM }
GIAGO�A'_ BOARD SHEATHI\:- 2x4 Studs @ 16'o c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
a do
'/,"Gypsum wall board MSTA 36, 15"O C
xb" OR t"xe' :-ed PER SUPPORT 518^Type X GWS in garage USE 4 ed NAILS AT EACH END 1/2" SPACING—� BLOCKING LO Z
'S"MR GWS in wet areas FOR CANTILEVER CONDITION USE MTS12. 16"O,C o 24° O.G. ALLOWS
T x10' OR WIDER 3-Bd PER SUPPORT At least one window mooch sleeping room shall comply with the exit requirements bisection R310 USE 4 8d NAILS AT EACH END ALLOWS HOLDDOWN , m
Hole drilling end no firm allions In figure R602 611)for bearing walls NOLDDOWN
INSTALLATION !V p- n1
FLOOR SHEATHING and figure R602.6(21 for non-bearing walls RAFTER TO STUD CONNECTION USE INSTALLATION $IDEWALL 1L �D
Follow exterior corner framing detail figure R602 10 5 MTS 12,EACH ROOF RAFTER L1L1
STRUCTURAL PANELS USE 8 I6d NAILS AT EACH ENO U_
ed 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method ENDWALL o
1,.OR LESS Asphalt strip shingles shall have a minimum of sixth)fasteners per shingle(Secuon R905 fi) RAFTER TO RIDGE Tu RAFTER CONNECTION USE Simpson Strong-The
GREATER THAN I" IOd 6" EDGE / 6' FIELD Undedayment application(Section R905 2 7) CS20 USE 8-8d NAILS IN EACH END MT512
HOLDDOWN
For roof slopes of ventral
(2)units vertical)L nda horizontal
Calls 3-parc dal ent slope)(17-percard
mal slope), AT EACH ROOF RAFTER AT EACH STUD ° O CORNER STUD O
DIAGONAL BOARD SHEATHING up ll(e tw (unia venial ie in the
units m n ner Apply
a 9-mslope8 mar)strip
(PHD5J O
PER SUPPORT shell be two(2)layers applied m the fallowing manner Apply a 19-Inch(4A3 mm)slop rf DECK POST TO CONCRETE CONNECTION USE. CONNECTED TO ENGINEER:
f'xb' OR I"xe' '--ed untlerlaymenl felt parallel With and starling at the eaves fastened sufficiently to hold n plane, pg544A FOR EACH POST-USE 14- I6d NAILS O TRANSFER SHEAR O - - -
3-8d PER SUPPORT Starting at the eave,apply 36-mch-wide(914 mm)sheets of undedayment,overlapping O 2-Ibd COMMON
''x10" OR WIDER successive sheets 19 orches(483 Ni and fastened sufficiently to hold In place DECK POST TO GIRDER CONNECTION USE „ C Cit NEW ),
For root slopes of foug4)units vanical In twelve(12)ands PC44 FOR EACH POST O HOLDDOWN NAILS AT 10" O.G. K `� r4w p Q
I NAILINS IcICUIRFTENTe ARE 5GSED ON W<__ SHEA:HihG hL:LEL b TN-.^_ENTER GT THE PANEL EDSE is __ 5N-.f,Tu1NG 15 N.uLED 3 ON ENTER AT THE F'4NEL ELLE O (PHD5J O M; Gj` * 3
-o CeTAI„ .«GHEr1 a•cGR crPnc Ea NA�L:hG REauREYE-Anis =e. sT-wr_RAL TEMBERS SLALL BE coLeLE=. `1R ALTER+ATE Cc*IN'�erzs 5)c.+ .;= SHEAR PL<-Es Ice Protection (Section R 905 2 7 1( GIRDER TO DECK JOIST CONNECTION USE
®
WA
CORNER STUD k'
5-44 las _4Z Tc u�N^A N ILE -OAI, �A-N Undedaymem In High wind(Section R 905 2 7.2) MT512 @ EACH JOIST
-2-I6d COMMON 0 CONNECTED TO {D N?'^, 'p "" 51
.,AI 5 e.+<__ e=_ F-ERn,-T=c rr_ eE •rECLC£e ro -lea nu_ PER =ter Flashing ISecuon 1905 2 A) NAILS AT 6° O.G.
Chimney's and Flrespaces-Chapter 1C GIRDER TO DECK JOIST CONNECTION USE O TRANSFER SHEAR 3`r ""' U
Energy EKaency-Chapter 11, see alt id ed report 112 @ EACH JOIST < Dy34g P�y9
Mechanical-Chapler 12
General Mechanical SystemsChapter13 PORCH POST TO DECK USE. bw`t7
wJ
Healing ad Cooing Egmpmanl-Chapter,14 2 4C4 -USE 14- I6d NAILS ` �SaN
'TABLE 3.2AWFCM HIGH WIND EDI-ION) Exhaust Systems-Chapter l5
BILOE.
R r TTOM PLA-E TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS Dud Systems-Chapler 15 PORCH POST TO GIRDER USE 2 AC4 JEFFRE7 T. BUTLER,,
DI
Combustion Air-Chapter 17 USE A - 16d NAILS
m
BRACING WALL PERIMETER M
ANCHOR BOLT CONNECTION FOUNDATION AXIMUM ANCHOR BOLT SPACING Chimneys and Vends-Chapter 18 S
SUPPORTING EDGE NAIL SPACING 'IN,) 1I!2' ANCHOR BOLTS) Plumbing-Pan VII PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS-
1 3/4" MINIMUM MTS 12 AT EACH ROOF RAFTER
STORY a6 EDGE DISTANCE CANTILEVER CONDITION HOLD DOWN BRACKETS AT SF-TEAR WALL CORNERS,
SILL =LATE TO FOUNDATION
PAIEII" BP ~
:DRAWL SCE 6� BASEMENTI 2 STORES ALL 23 AND WINDOW AND DOOR OPENINGS to
� u
3 STORIES IS W
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 3 B (WFCM FIGURE 3.1a d �1•.Zb) W Q u
!SLAB-ONGRADEJ 6 36 U210e2X6 trong-Tie )
HOLE: MAX 12 FRO EACH CORNER AND EACH SPLICE PROVIDE BEARING PLATE BT SIMP50N. SEE DETAIL 4' AT EACH RAFTER
C/) Q w G
L
4-10d x 1 I/2" J o
Simpson Strong-TIe le d Ink
(TABLE 3.9 WFGM HIGH WIND EDITION) AT NOTE
y AT EACH POST RIDGE TENSION STRAP
WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ATTACH LEDGER TO FRAMING (MEMBER OS 10 USE NDei- NAILS
1120 MPH 3-SECOND GUST 100 MPH FASTEST-MILE WIND SPEED [PEP TABLE R3-1.2.1.31) SEE PLAN WITH 2-I/2" X 5" LAG BOLTS AT ly" w EACH END AT Q
ON CENTER EACH ROOF RAFTER UJ O
SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING (. I
OR PANEL SIDING FOR 8d COMMON NAILS d \\\\rYtttyyy� Q Q
!SEE NOTE ') IINGHE5 O.C.) 15EE NOTE 3) (INCHES O C.
99 L Simpson Sarong-rte Q
• L ° Q O
E 6 U 0210 2X6 / �
4' EDGE 'ONE 16 _ AT EACH CEILING JOIST RAFTER
w
F 12 iSEE NOTE :! ° 4-10il x I I/2" j
E 6 4 a
INTERIOR ZONE le,
F 12 d
0
E . NAIL SPACING AT PANEL EDGES IN J
F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ,'N 4 Simpson Strong- Ie
2" MINIMUM 4
�. U210 2X6 RIDGE BEAM
% FOR WA!__ SHEATHING WITHIN i FEET OF THE CORNERS THF_ 4 FOOT ECCE ZONE_ ATTACHMENT SIDEGOVER • ,s.+ AT EACH DECK/PORCH JOIST
REOU'REMENT5 SHALL BE USED Simpson Strong-Tie 4-I0d x 1 1/2"
PBS44 /
2. TABULATED 12 INGN O.G. NAIL SPAGNG ASSUMES SHEATHING ATTACHED TO STUD FRA7TING AT EACH POST FOOTING Simpson Strang-Tie - TYPICAL PORCH/DECK 2 OT 2
MEMBERS WITH 3]0.43. FOR FRAMING MEN1E IS WITF1 C.42-$GS0.49, THE NAIL SPACINGS SHALL 5ST525 WITH BP RIDGE TENSION STRAP DETAIL
Be REDUCED TO 6 INCHES D G PORCH COLUMN CONNECTIONSLEDGER CONNECTIONS
ANCHOR BOLT DETAIL
3. FOR EXTERIOR PANEL SDING, GAL/AN,ZED BOX NALS S-I.:L BE PERMITTED TO BE SLBSTI7UTi
FOR
-0-PCN NAILS.
sEE DETAIL SHEET FOR DESIGN CRITERIA -THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)-
HIGH WING CONNECTION
REQu1REMENT9 WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD
GROUND SEISMIC FROST USE/
SPEED LINE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF
SNOW DESIGN
LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION
OPENING PROTECTION BY MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE = 6T.2 eF EDGE ZONE = 35.6 of
WOOD STRUCTURAL PANELS 45 per 120 B SEVERE 45" TO HEAVY MODERATE II YES 40 pef 20 pe P p R : 26,0„ FIRST FLOOR 1385 TYPE V
FIRM MAPS INTERIOR ZONE • Sl.a of INTERIOR ZONE • 28.9 pe SECOND FLOOR = 1322
PERSUANT TO 1609.1.4, SEE p
FASTENING SCHEDULE ON
DETAIL SHEET IN THIS SET - - - — --- - - -
- - V O
ASPHALT ROOF SHINGLES /TYPJ ..---
-
VINYL BIDING (TYP.)
IO ON a
CONT. SOFT.
lEN`
_ D
W ,0
OPTIONAL GRILLES
ACTUAL PATTERN _ -MAY VARYnn -
12
_ - - - -' -- TOP OF SLB=LOOR - - --/VINTL SIDING (Tyr.)
— ' - — TOP OF CEILING - -,
s
w
O
COLUMNS O
e" ROUND -- _ - - — -
y � w
TYPIC NS - ILI
TYPICAL
WOO AIL
Fix
PER -- -- - -
- - -- TOP OF SUBFLOOR
- - — -OP OF FGL'NDATION _ - - - - I 1 I
` = 8" P.C. FND. WALL x
Q
ON 16" k 8° P.C. FTG. i � � Q lL
m u ♦4 r
ulgg up
r
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N
N
_ _ TOP OF FOOTING
r r r — - ----------
-----------------
____________________________�__
- - - - _________________________________________________________________`___ _____________`____________-_•�____-__•• � Q
FRONT ELEVATION —
-------------------------------------------
_ CONT. RIDGE VENT LEFT
DE ELEVATION I- o
- a �
WOOD FRAME CHIMNEY -
w/ VINYL SIDING - - __ _ -
JNY'L SIDING (TYP : - - ASPHALT ROOF SHINGLES /TYP.I
ENGINEER.
Ev t ear
'Y
F Y
— _ _ — TOP OF PLATE
IFF -
N
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- -- -- - - - JEFFREY T. BUTLER, P.E.
Y ® O
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TOP OF SJBFLOOR �'/INYL SIDING lTYP - - - - - - _ _ - - _ --
L) O S
___ - 7 F
W O p
— TOP OF CEILING _ - - p�
R Z O
W Lu Z r
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0 1 '�� �+v(C'=-• -OP OF °CUNDATION - - - - O O
a d'
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--------------
____________ .�____ _____._________________________ —_ - _ TOP OF FOOTING '
----- -------------------- --- -- ------------------------------------------------------------------------------------ ------------------------------------------- ------------
REAR ELEVATION RIGHT SIDE ELEVATION ��� `� � LL 0—
C6
311'8"
1'K"
26'0`
SEE DETAIL SHEET FOR
HIGH WIND CONNECTION
REOUIREMENT5
811 TO" K„ I T 4" TO" 910.1 T O"
4'6" 4'6" 2X12 RIDGE
OPENING PROTECTION B'T 2X10 RAFTERS
WOOD STRUCTURAL 1/2" CDX SHEATHING PANELS 15- FELT
P FASTENING
TO SCHEDULE
4, SEE ASPHALT ROOF SHINGLES
FASTENING SCHEDULE ON
ANCHOR GIRDER DONT RIDGE VENT
TO CONCRETE DETAIL SHEET IN THIS SET
0
2X4 C.T. o 32' O.G.
LINE OF DECIG.ABOVE '
a, " SEE DETAIL SHEET FOR
�- - NIGH WIND CONNECTION
-`x10 GGA GIRDER1Rx10 GGA G-IR ER 1 •1 ' ATTIC REQUIREMENT6
v � ° I r
♦ ul
NJ 10 F.J e 16" O.C.
6, R-30 INSULATION u
' ° °� • 2X8 C.J, o
16" O.C. ti
°• /v" 7s -- -- TOP OF PLATE
LL' EXCAVATED CELLAR
4" P.G. SLAB I'O" OH i
2x10 GGA w.' 2x2 CGA LEDGER, BOLT ' It CONT. SOFF, VENT "� u
• 0 v I/2" GWB TYPICAL O -
° ♦ .a ° ♦ _ 2X4 STUDS
•___
_ R-13 WSULATION BEDROOM •3 •�
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. ------- /2" osB SHEATHING BEDROOM 04
DRAIN TO EAM POCKET TYVEK HOU5EWR4P
DRYWELL ill GROUT SOLID VINYL SIDING
i I
,
P.C. l
y w'A PILASTER, TYP °
- ----_- _ BFLOOR
I = r 3 3/4" SUBFLOOR
♦ ' _________ =IG v
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-TOP OF SU
} t NJ 10 F.J. o I6" D.C.
-FUR7VACE 'n0 1/2" GWB - - -- TOP OF CEILING
3 0
p Ia !NJ 10 F,J. o I6" O.G _ w
7 Y
°• 5/8' F.G. GWB f
OVER FURNACE --- STUDY LIVING ROOM
° •--POR CODE
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a
a lw
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ry '' 3n/n4"nnSnU�BFLOOR
° - -y LV VUUVUUU'W 10 F J. a I[" O.G.UUUUIMJ�UULfIJ _ - TOP OF SUBFLOOR
r 3 R-3C INSULATION - TOP OF FOUNDATION °
xlo — 111
o, W 2- F.J. GRADE '. '.
° ,i PITCH GRADE
(7
vT STEEL GOLUMIN n O �i♦ I _ `- r, WITH 3 L/2"65 EELHONY COL 11 POWER BEAM ,� AWAY FROM 1J-
' FOUNDATION
T. f fT`"P PICAL)
POURED la - '- -- - 0h P.G. FTG _ y )(
30 x30
CONCRETE FOOTING _J 2-2X6 CGA SILL 7 CELLAR T Q LL
ALJ - — - I/2" ANCHOR BOLTS W
W SILL SEAL r
I W o TERMITE 6HIELD
U
5" GONG. FOUNDATION �+ = r
>-
IL , DAMPROO� BE CONE FTG. { 4" P.C. SLAB � tD
S'XI6
:- F J. LOW GRADE •�
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_ ___ _______
17 -'- ,- - --------- JEFFREY T. BUTLER, P.E.
°° ______ Q BEAM POCKET
LA/ LTJ WASHER ____,
ROU' OLID LAV - TUB) ro Io
SHOWER U S
.,Q HOWER
UB S 3 ' W� y
w
_ n SECOND F_OOR
a '
,IG CCA U/
_x_ SGA LEDGER. BOLT , ° ' ° 2" 3' 2 /W,
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SHINGLE RIDGE CAP-� p a
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N w C U 5HINGLE5 MAIN F_DOR w V
,. U = FELT PA E ROOF SHEATHING -Y'P ! _ CE L O
POURED "ON of c
.. RND x 4C DEEP _ Q u
OR TC ..NGISTURBED _R ' '22x,C GGA G RpER IBdO GGA ,RE R YwlO GGA GIRD'cR �•+ =�2x'O GCA GIRDER '
SCI _ _ — _ — _ _�g —r_ 3 Q
� Rl _
2 „ 2"
WITH 6x6 CCA POST _i _i` - i____________ +'
y — _ — r $,_ r'NFAI O Q
ANCHOR TO FTG LE OF EGK ABO✓E '" RAFTER
Tl -IGAL) C.O Q, z V
' ;" (D UIt
O
C.O G O I
O U
13' u' 4 SANIITT", EPROVS STEM
RIDGE BEAM T IRON Z
1_6'n" HOUSE TRAP n
u
RIDGE VENT DETAIL PLUMBING RISER DIAGRAM (NTS)
FOUNDATION PLAN �� •
SMOKE DETECTOR 2 of 3
� INTERCONNECT FER CODE
28'0" LIGHT 4 VENTILATION SCHEDULE:
P u" 13'0" ,'u" 9' 2'u" IT 0" T n^ FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION
ROOM PROVIDED REQUIRED
lSOPROVIDED REQUIRED
.FT.J (SO.FT.! (Sa.FY)) (60 FT,11 (SOFT)
FIRST FLOOR
BREAKFAST/
KITCHEN/DEM e01 56 481 32 24.0
LIVING RM/HALL 331 32.4 26.5 17.85 132
_ o-]z10 ryG
30 2-2
BATH 54 7 ARTIFICIAL 4.4 ARTIFICIAL ?.2
STEP WC' HDR 60 = E lU� 2x10 HDR ^ `'o -
STUDY 200 32.4 16 17,85 e.0
3-2X8 HDR RAIL P CODE
1 4" 2x10 R R. .2.10
O.G
_ p CO RED FOR 1
D E A I S1 TIN AREA lid SECOND FLOOR
.9 w 5l4"x " GCA DECKING O -�
U
- RUBBER ME BRANE ROOF Iw I) 1 I MASTER d
- n- BREAKFAST 1 `� I I p ,gym
0 o _ () m
a' °] 9'O' CLG HGT. 1 a p I BEDROOM 300 56.8 21.2 31,58 IO 6
E lu a
IL Q J MASTER BATH w
n
NJ 10 RJ.ro 16" p:, '� i I �,'-' � � I 102.2 ?4.36 12.0 13.61 6.0
O - - - - - - - BEDROOM •2 214 450 17.1 17.85 86
0
z
R P5 6
W _ 1� - � - - � � - - 304 -2
U °) 2-1x10 FOR. -- � - L -- - - =- - 1 '
BEDROOM -3 F35 3^_4 18.B Il.B5 9.4 tt
?k6 ALL 4-2 T O" 2 6' - -
X4 -057 I MASTER
BAT 52) 5 a2 1 3.09 2
WHIRLPOOL TUB BEDROOM 1 - -
D A TO D I ✓ERIFT- SI?E
D L w� L 110" TRAY CLS
/ \ a. KITCHEN „ �u a TABLE R301.4
U CI O r 2,e .J c 6" OF- I
II 9'0" cw HGr M MASTER BATH I = IIl MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI;
W 7 '---
W W �■ .. I� 7 9'O' CLG c I'O' LF.F
:b O til - I W USE LIVE LOAD -
IW
12 ) EX-ERIDR 54LGONIE6
DECKIL� 60 0
O u :cev�-a�u FEF ecce j W U m r' PASSENGER /EGLE Ti.-�.RA!JES w
mFT- I =AcIF=-,=F- w LY S-OWER 1 HI5C
-IF filo�1 U _ �� '4✓ 1 '/10 R. + 6" .. ATTICS W TROUT bTORAGE IG
-11 11 o
- `FE`-FFcccE 'F<'F"i E J w m Il 0 - �° / \ ATTICEWITH STORAGE 'C
1 G Z wR00ME OTHER rIaAN SEEPING ROOMS 10
^ DEN X T ' SLEEPING ROOMS 30
WIN I _ _ 1 I GUARDRAILS AND HANDRAILS 4CO
m � u p
LAUNDR T.F�, _--_--_-__
w ■ - -
9'O" GLG .IGT.
G I 1[ I
J IC F.J. 0 16" OG. U
/NJ IO F, c 16' O.G Y d
®__ -----
! -x,,e l0 RC.J.2X6� :6 WAL L D.G. ATfi�C W.IC,
K
.'X6 ALL 4-2X4 POST ® ® I Do Fr CecV
RE, 1
® b?X'O HDR. 2-2XIC HDR 1ul
XO
-RIMMED AR 1
T e"
STORAGE/ _ - r' JN _ z I TUBiSHOWER, O
POCKET PCKET -
PANTR'T 1 n^ -
LL
W IU S r
In
FSI
w yl
u L - 9 _ - SHELF :-3 6) Y
HOWE BATH _- _- _ - Hti,
V IY W 0 `N�'�I ca m rU
E F.® -
.P w III
mj
O `i)
ca Z
= PRD 'r IE Rq U ro
W c1r
j
ly i� �M13 O =J r oG P BEDROOM •3 �' In"
a n '-'c' __ , -GT u 1 -x_- T-
I➢ F- 5-
°1 w LIVING ROOM -
oTl1DY u T ''O' OLD, �h CI
V ./xIO R R e 16' O G W W , „ e + •
c
J le8 3 / s 16" G G /-'xb FALSE R.R F-" �_ , ��+ -ce ..
�U iu
X
El; _ WINDOW 4 DOOR (SCHEDULE:
1 - ,1 IUINGOWS MANUFACTUREC B- ANDER5E1. - 400 SERIES �I.NLE55 CT�_RUISE NOTED!
- - COORS MaNU=LC-URED -' THERMATRU U1,LwS OTHERWISE NOTED,
y
UMIT C1.-EAR OPENING GLASS vENr JEFFREY f BUTLER, F.E.
1 1, BEDROOM 2 = __ COMMENTS
. -�� - NO Wl'c TH pEP,L ASO .SG.F_ QUANTITT
I WINDOWS
- �, X11 ;n„ L✓_ -GR _ __ _ _� T iOE .B7 4
-3C 46 L RUCTURAI. PAVEL i3C'
= ?a 1' 6 ] o BO 9 89 r 8" X 6'87 ui 6
Li
_ __ 3 06 Cb II/lo" 'E I'C 6.12 3.0ti 5T K 4'O"� � q _
=-1.10 HER MEETS EGRESS REOUIREMENTS -ER NTS CODE Li
91 JA 9e 24 '�9' 6 II 9 u
- - - - - - - - - - AW251 ..81 ^?I IIFI6 2a „' STRUCTURAL PANEL (9 ) Q
Gb9 C d�?2C .._ /A_ I B" X 68'
`� 9 1 u5 M -- _ - - _�_ 1 O 3TRUC-URAL -ANEL �5'O' x =O" _ U
/ERE' ' PORCH
crZ
uj
"G ,EC< INC- z
P D .: FIBERC-LLSS MEQ S EGRE55 REOUIREMENT5 PER NTS CODE L..1
3062-2 6 -1 341 IIl]6 16 12 - 19 4 C, _ U..� Q
i:.c8 GIQ=..ER 3:zS GIRD c _xe ' '�' ETRUCTwR_L PANEL ,6'B" x o'B"/ U) 1L
RA_ PE CGDE 3046 5 91 341 'v16" ?4 1r p 80 5y5 MEETS EGRESS REGU REMENT3 PER NT S CODE - O z
-- STRUC-JRA(_ PANEL r38' x X3'1 - V
.o_ n _I -0 11/io 8.95 a PER NTS GORE
MEETS
-4 1,: Y AC, MEETS EGRESS RFG-'RBMENTS
_U°�T E' � -16 113 STRUCTURAL
REQUIREMENTS ENTB � , (
n I
91 '.411'16" x o_ TS GORE c �'_ 111 L i.
30^ 21 IEC E 5 SER N
- - - __ 119 MEETS EGRESS REQUIREMENTS SER M1. 5 CODE I-
3010-= SFRUCTURA'L PANEL X68"
U
A oEE SETA_ O..Ec FOR _^8'7 2B �4 ' .8" 13 1516' n 9.? ANDERSEN 200 SERIES U •.
FIRST FLOOR PLAN STRUCTURAL PANEL Q'S'
I _ ND G_^'. .=CT JA - .
REO.RE"ENr6 DOORS
SEGOND FLOOR PLAN
_'T/INC AREA = 1305 SQ, FT, l
10 9 'J TE DOOR w/ HIG.1 MPAGT GLASS PAGE :GE .
=RONT PORCH = 1-4 SQ. FT, LIVING AREA = 1322 5Q. FT, 10-5068- - TLIY
OF-'c r1AG �RC'EG' CN B-
REAR DECK = 110 SQ. FT, LCD RJGTLRAL REAR DECK = I10 SQ, FT. --
3Ga8 -- - -- 9 LGE DOOR w/ LIG-1 IMPACT GLASS
PERBULNT TD 1009 _ :=E 3 Of 3
IS SMOKE NNE':T OR SMOKE DETECTOR
INTERCONNEC PER GOGE -=Tin. NG e�c-N T: 1E E- � G C MEETS EG
CF-41-_ SHEET � T-IS S_
INTER.-.ONNE�T PER CODE Ps6 -- - _ __ R'e55 NEL 168" X 12 PER NT5 GOGE
STRUCTURAL PANEL 16 8" X 72'7 '
FACE OF FOOTING 2.4 CONTINUOUS TABLE 1605.1.4
LATERAL BRACE AT 6' O.G
WINO-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS
2-I0d NAILS
GABLE ENG TRESS FASTENER SPACING
2 FEET 4 FEET 6 FEET
PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN
ui W FASTENER TTPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET
W
r O
ei ' oe
11 6" 1T 9'
lY
WOOD SCREWS
O O -T 1 10-ed 2 1/C" '8 16" lo' 16" 12"
w NAILS WOOD SCREWS
U -=]
Q
u a THIS TABLE BASED ON A '^AxIMUM WING SPEED f3 SECOND GUST) OF 130 MPH AND
/A\ IH9 BLT NEED NOT HSC COOLER NAILS AT 10" O G MEAN ROOF HEIGHT OF 33 FEET OR LESS.
\\/\ EXCEED 40 FT. TAX. p FASTENERS SHALL BE INSTALLED AT OPP051NG ENDS OF THE WOOD STRUCTURAL PANEL
U A/ �� BRP ELWITH 4- )d NAC< NAILED T EACH
S _. NAILS SHALL BE IOd COMMON OR I2d BOX NAILS.
/\
H/2 BUT NEED NOT
d WHERE 5CIREW5 ARE 4'TACHED TO MASONRY OR MASONRY/STUCCO, 'HEY H
EXCEED 15 FT MAX. GYPSUM BOARD ATTACHED UTILIZING- /IBRATION-RE515Tq NT ANCHORS F4 ANG A MINIMUM
WITHDRAWAL CAPACITY OF 49C POUNDS,
5d COOLER NAILS AT Y O C. 20 GAUGE STRAP
e. WOOD STRUCTURAL PANELS SHA_L F41E A MINIMUM 'HIGKNESS OF 1/16 INCH ill I mJ
AND A M,iXIMUM OF 8 FEET f^_438 mmJ ��
10-Bd NAILS
f. PANELS SHALL BE -RECUT CO CCEER THE GLAZED OPENINGS WITH ATTACHMENT ly
HARDWARE PROVIDED
FOUNDATION CLEARANCE FROM SLOPES g TABLE FROM SBGG - '599 EDITION.
ENGWA_L STUDS
FIGURE 8403, 1,11
GABLE ENDWALL BRACING
CWFCM FIGURE 3.(oa)
ra
Y
1e
EX-ERIOR OR BEARING WALL
/ ENCWALL� JOISTS
TOP SLATES tP
STUDBLOCNSNOTCH GREATER THAN50% OF THE PLATE WID'H BLOCKING 16d NAI_ AT 2-I" O.G. GYPSUM BOARDBORED HOLE MAX—� IVDIAMETER 60% 16 GAGE 10.0547 AND 5" WIDE IIVLSJIII SECTION A-A
OF STJD DEPTH METAL TIE ACROSS AND TO EACHSIDE OF THE NOTCH WITH 8-Ibd N 5/8" MIN. TO EDGENAILS EACH SIDEWOOD STFUCTURAL PANEL Lu 1I NSTA_LFB IN ACCORDANCEry5'8 MIN TO EDGE Bd NAIL AT 6' O C. ',JITH NAILING 5CHECULE FLOOR BRACING AT END BAYS ALL PANEL EGGESI TABLE : WCFM -IGH WIND EDITION'NOTCH MUST NOT EXCEED TOP --A-E5 40'a DF STUD DEP-H CWFCM FIGURE 3.�obJ FR NAIL .:� 12' O G DN ALLFRAMING MEMBERS NOt AT (Y �qPANEL EDGES
,a) OUTSIDE CORNER DETAIL O W a)
eo NAIL AT 4" O.G A 7 �
BORED HOLES SHALL NOT /r
Lu 6
BE LOCATED IN THE SAME GY PSUM BOARD
NOTCH SECTION OF T OR TOP PLATE FRAMING TO ACCOMMODATE PIPING ed NAIL AT 6E
NOTCH IN S-UC ,ALS PANEL ECGES/� n f^
I2" MAX
1�' ' 1
NAILS BASED ON UA
NOTGHING AND BORED HOLE LIMITATIONS SHEAR WgLL REQUIREMENTS -�
WOOD S'RUCTURAL PANEL
INSTALLED 'N ACCORDANCE
FOR INTERIOR NONBEARING WALLS 6d NAIL AT ,=" C C WITH NAILING SCHEDU_E EN I
CWFCM 1995 SBC HIGH WIND EDITION, 3.4.3. 1. 1
NO CEILING B_E ' ' '.J_Fw HIGH WIND ED' " ' � bf wEwrg
)� DIAPHRAGM DENIER 2R BLOCKING eo NAIL =T 6 O C ON -LL ,�•lP .d i �, 'Qf.
REQUIRED ON SHFATUING JOIN- FRAMING `1EMBERS AT PANEL
RAFTERS AND CEILING � '�� /U
JOISTS OR APPRO/ED, 15/3'_ WOOD STRUCD,RAL PANELS EDGES AND I5" E C ON .AT
FRA-+INC ME"BERS NOT AT �
ROO' TRUSS ON GAB-E FACE ANG ON WALL BELOW
PANEL EDGES
BASED ON SHEARWALL REQUIREMENTS
tb' INSIDE CORNER DETAIL Na
/ STOP PATE- nTCs
-0P _ATE! SECOND STAR, SEE DRI-LING AND GABLE ENDWALL, BALLOON FRAMING
N,-GRIND PRO,IS,C•,5 EXTERIOR CORNER FRAMING � --�—
Q15T B PERMITTED '/ PREFERRED METHOD EFFRE� T. BUTLER E ,
BE CUT OR NOTCHED UALJ_ STJD- m
FLOOR JC 5T- BETWEEN THESE LIMITS l
'OP PL<-TES J� SEE DRILLING AND SEE GR�:LING ANG
EO-IOM ELATE NOTCHING PROVISIONS 11
NOTCHING PRO /'SONS WFC-' SECTION
WFCM SECTION C.91 I I /, SPAN B SPA WALL Q <n
Jo15T ENDS TO BE ,uALL—
/ BLOCKED AGAINST 4„ Wq_'_ UL"
O T RO'ATION IN ACCORDANCE ROOF FRAMING- DOUBLE TOP SLATE IlI
AD WFC1 B --END REQ RAINY
\/ z [Y 7
FOR BLocKING AV_� 3 -s 1 a BRIGG NG
�BANC J01S AND BRIDGING -
TOP �-_4 TE I (Y
BORED HOLE "/AX� OR B_OCKING SEE UFC" SECTION ib
DIAMETER SC'e GR PILE dTpDS : " O EARANGE -
:0-3
OF STUD OEF'I- A IS
C NNECCAL _ -__
F 3
" 1E-.v..iLE
GONEGTORS w FDCry a-
WA__ HEADER _
&,8' MIN. TO EEC-E- REQUIRED _ '>FE'"°" �
A A
-5.d 'IN TO ED r_ LAP __^IST 3 IN MIN
LAVATORIES
,DATER SHOWER
BO-TOT -SATE CLOSET Z
BAND J0I5T FULL LENGTH WALL OR BIDET-, ui
'UAL W 4
NONOTCH MUS- NOT EXCEEC OR BLOCKING
OF MMe DEPTH �� JCISt HEADER STUDS UA__ STUDS 1-`
:51
FTIL
NOTCHES SHAL_ NOT BE ,/ 5LL PLATE
NOTE
LOCATED IN -=LE ONE--'HIRD i / - Q
JPUF- GorvNEcnoN 1s REQUIRED �
CRAWL SPACE \SU
OF S"-UG' _ENGTI-1 /� B=TOOK --- AT EACH END OF HEADER AND
1 b
SIF HCLE 1S BETWEEN ..4-' b_ OR BASEMENT _______________ / TLI
CF s'UC DEPT., THEN Si:D ^1Ed- EE =CUNGATON A (TION IT OF CONNECTORS
STUDS IN
BORED HOLES SHAL_ NOT / --� NtJI1 Um"JI�r--_ ADDITION TO CONNECiDRS AT --�
DOUBLE AND NO MORE -J-+4 -iIb " II CdNNEGf¢ WALL 5-UDS AND A- TOP AND
BE _OC-TEC IN THE 5- E SLCGES51✓E o UDS ARE COERCED
CRC55 SECTION OF GJT OR ANG Oq
G 50 BREC R1�tWRI�' BOTTO'-1 OF CRIPPLES GEAR?NCE " CLETRANCE
NOTCH N o UC
PLATFORM FRAMING INTERMEDIATE
1 FAGE -
NOTCHING AND BORED DOLE LIMITATIONS BEARING WALL
FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT WATER CLOSETS
GONNEGTIONS FOR OPENINGS FIGURE R30-1.2 � �f 2
'WFCM 1995 SBC HIGH WIND EDITION, 3.�. 1. 1. 1�
MINIMUM FIXTURE GLEARANCES
The design of this structure is based upon the prescriptive approach NOTES: (TABLE 3,8 WFCM HIGH WIND EDITION)ech using the 1 All work shall he performed In accordance with all state,
120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
and Paper Association. (1995) having jurisdiction and best standards of construction (110 MPH 3-SECOND GUST e 90 MPH FASTEST-MILE WIND SPEED (PER TABLE
Non-structural elements are based upon The New York State Residential Code-January 2003 practice.
(TABLE 3.1, WPGM HIGH WIND EDITION) For lee Climatic and Geographical Design Criteria, see Table R301.2LU on cover sheet. The American Institute of Afclueds Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
All non-engineered lumberth ba Douglas Fu#2 or better to all work performed on this project SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR ad COMMON NAILS
Wind Limitations-Section R301 2 1 2 The Contractor shall verify all conditions at the site Any (SEE NOTE IJ !INCHES, O.C.)
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Crderls-Section R301 2 1 1 (Bee Table R301 2 1 2 for WindBorne, Dear is Proteclion discrepancies must be brought to the attention of the Engineer (SEE NOTE 3) CINCHES, O.GJ
Fastening Schedule For Wood Structural Panels) prior to commencement of construction The Contractor shall be E 6 (SEE NOTE 3)
ROOF FRAMING Dead Load-Section R301 3 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE 16
Live Load-Sodlon R301 4 except for hidden job conditions P 6 (SEE NOTE 3)
RAFTER TO TOP PLATE (TOE-NAILED) Had PER RAFTER Light and Ventilation-Section R303 3 Contractor shall guarantee to the Owner that all materials and
and that all work orated In the work will be new,
equipment incorporated Minimum Radio Areas-Section R304 e , E
4-ad PER JOIST Ceiling Height-Section R305 q p p INTERIOR ZONE 16
CEILING JOIST TO TOP PLATE /TOE-NAILED) well be of good quality d fres from faults and defects for a period F 12 (SEE NOTE 2)
Sonet Bath and Shower
R306 of one year from the dale of the Goal Certificateotinof Occupancy.
ction
CEILING JOIST TO PARALLEL RAFTER !FACE-NAILED) 9-lied EACH LAP Toilet Beth and Shower Spaces-Section R307 4 The Engineer shall not be responsible for the construction means, E 4 BEE NOTE 41
Glazing-Section R308 methods, techniques, sequences or procedures, or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS
CEILING J0157 LAP5 OVER PARTITIONS (PACE-NAILED) 91 EACH LAP Garages and Carports-Section R309
precautions and programs in connection with the work, and he F
Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to car out
6-ad PER TIE P carry COLLAR TIE TO RAFTER (PAGE_-NAILEDI Exlls-Section R311 E = NAIL SPACING AT PANEL EDGES (IN )
the work In accordance with the construction documents The F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD IN.)
BLOCKING TO RAFTER (TOE-NAILED) 2-ed EACH ENG La milts-Section R 13 Engineer shall not he responsible for the ads or documents by
Ramps-Section R313 the contractor. No changes shall be modem the documents '
2-lied EACH END Stairways-Section R314 and/or the buildingdesigned without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 'o
RIM BOARD TO RAFTER (END-NAILED) Handrails-Section R315 as J p
consent of the En gine el' SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
WALL FRAMING Guards-Section R318 • °
5 The ce coverage
all subcontractors shall s(Work continuous
2-lied BEE NOTE U PER FOOT Smoke Alarms-Section R317 Insurance coverage including statutory policies(Worker 2, TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
TOP PLATE TO TOP PLATE iFACE-NAILED) Compensation,etc and general liability in an mount not ; MT eon f;2 M -Tie
Foam Plastic-Section R318 °° p 9
Flame Spread and Smoke-Section R319 p ) g y MEMBERS WITH INCHES
. FOR FRAMING- MEMBERS WITH 0.42E a>;0.49, THE NAIL SPACINGS SHALL BE
TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 4-lied JOINTS - EACH SIDE less that$5 t less and automobile liability and damage MT530 OR DOE
Insulation-Section R320 REDUCED TO 6 INCHES O.G o
coverage not less than $2 million The Engineer shall be u°
STUD TO STUD (FACE-NAILED) 2-16d 24" O.0 Dwelling Unit SeparationSectionR321 a named Insured oa any and all policies AT EACH ROOF RAFTER
Moisture Vapor Retarders-Section R322 6 Provide 0025"aluminum binds shields over fibrous B. TABULATED 6 INCH O.G. NAIL SPACING A55UME6 SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING USE 8-16d NAILS AT
HEADER TO HEADER (FACE-NAILED) had 16" O.G. ALONG EDGES Protection Against Decay-Section R323 Insulation at all perimeter sills MEMBERS WITH G)0.49 FOR FRAMING MEMBERS WITH 0.42LGTO.49, THE NAIL SPACINGS SHALL BE EACH END
Prated,on Against Term ltes-Secti an R324 7 All wood 1n contact with concrete or masonry to be Wolmanlzed REDUCED TO 4 INCHES O.0 m
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Site Address-Section R325 or pressure crgasated
n
Accessrblldy-Sectlon R326 8 A single station smoke detector alarm device shall be Installed 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING
3-166 PER 2x6 STUD Rood Resistant Constriction-Section R327 in each bedroom on all Floors and shall be all interconnecteder code STUD TO ROOF RAFTER '
P MEMBERS WITH GSO.d9. FOR FRAMING MEMBERS WITH 0.4RGZ0.49, THE NAIL SPACINGS SHALL BE W
4-lend PER 2x5 STUD 9 All bathrooms will operable windows to be mechanically ventilated
Foundations-Chapter4 as per New York Stale Code REDUCED TO 3INGHES O.G. CONNECTION
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOI5T OR BLOCKING (FACE-NAILED) 2-lied (SEE NOTE k2) PER FOOT Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 10 Heating to be designed to provide 70 degrees F with outdoor
per square foot Contractor to consult Engineer if different soil materials are found upon excavation, designed air-temperature of 0 degrees F and 15 MPH wind
FLOOR FRAMING or test hole,for alternative tooting and foundation wall design 11 All electrical work to be In accordance to the rules and
IST TO SILL, TOP PLATE OR GIRDER !TOE-NAILED) 4-5d PER JOIST regulations of the N Y B F U and a N Y B F U certificate Is
JOSimpson Strong-Tie
Foundation Notes. to be presented to the Owner at the completion of the lob. MT512 - 16" O.C.
2-5d EACH END 'R"Anchor Bolts (SSTB 28)See chart on this sheet for spacing 12 Plumbing Installation to comply with State and Local codes USE 4-5d NAILS
BRIDGING TO JOIST /TOE-NAILED) 8"poured concrete foundation wall, 0'0"high, 30004 As1
BLOCKING TO JOIST (TOE Minimum depth-Seaton 403 1 4,48"minimum coverage to top of footing and the sewage disposal system to meet Health Department standards AT EACH STUD
2-5d EACH END 13. Do not scab conform
drawings Use es an dimensions only
16"2-1 x" poured concrete well fooder (or 3 30001 test 14.All work to conform to ttr6 rules and regulations of the New York
U
ii
BLOCKING TO 61LL OR TOP PLATE [TOE NAILED) 3-lied EACH BLOCK 2-1 ','e 11 cornered
d floor
s Girder (or x#1 x e 718"Power Beam) Energy Conservation Construction Code All glazed area to be double n
4"poured concrete floor slab with 5xfix#10 mesh and vapor barrier glazed and all exterior doors to have insulated cores
LEDGER STRIP TO BEAM !FACE-NAILED) %-lied EACH JOIST Damp proofing at exterior foundation below grade Section R406 15 The Insulation protection as Indicated on these plans exceeds
30"x 30" x 12' deep poured concrete column footings, 3000#lest3.
the Coda's minimum standardsl
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-ad PER J015T Deck and parch footings as noted!, 30009 test,48" minimum buried depth 15 These drawings and sperifications are Instruments of service and b i
Foundation wall to extend a minimum of 8"above finished graph shall remain the property of the Engineer whether the project for
BAND JOIST TO JOIST (END-NAILED) 3-lied PER JOIST All noun s to be carried down to undisturbed soil
9 which they are made 1s executed or not. They may not be used
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-lend f5EE NOTE U PER FOOT
No footing shall be set higher than a r i degree angle from any tither footing on any other prefect except a written authorizationrsitesof the Engineer rru
Pour no concrete on frozen ground or m freezing weather 17 The engineer has not been retained for site supervision, on-silo W
ROOF SHEATHING Provide 3 Y"area lolly columns Inspections and certifications as required or requested by the owner,
Back011 shall not be placed against the wall until the wall has sufflcent strength and has been contractor or local building department
STRUCTURAL PANELS ad !SEE TABLE 3 a) anchored to the floor above,or has been sufficiently braced to prevent damage
by the backfill (Section R404 1 7) UPLIFT-CONTINUOUS PAI H CONNECTORS '
DIAGONAL BOARD SHEATHING 0
2-ed PER SUPPORT Floors-WFCM Prescriptive Method USE SIM PSON STRONG-TIE CONNECTORS
1"x6" OR I"xa"
Fluor Trotting shall be nailed m accordance with Table 3 1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND �
I'kl0' OR WIDER 3-5d PER SUPPORT Draftstopping-Section R50212 INSTALLATION MANUAL FOR HIGH WIND RESISTANT p 0
Freblocking-Section R50213 CONSTRUCTION CATALOG C-HW02 00
CEILING SHEATHING Floor Construction'
ANCHOR BOLTS IN FOUNDATION USE. LTP4 - 16" O.0lu
GYPSUM WALLBOARD Ed COOLERS l" EDGE / 10" FIELD '/,"OSB plywood subficur,fasten per Table 3 1 WFCM SSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR 0
Floor joists See Foundation and Floor Plans spacing as noted NOTES FOR SPACING
WALL SHEATHING Pastan per Table 3 l WFCM PERIMITER AND
° Simpson Strong-Tie (1
2-2x6 CCA sill with termite shield sad a111 seal SILL PLATE TO RIM JOIST USE. GARAGE/HOUSE MS TA36 - 16° O.G. LI-
STRUCTURAL PANELS ad !SEE TABLE 3.9) Finish Floors per agreement
AND GA"O f M EXTERIOR PERIMETER COMMON WALL I USE 4-Bit NAILS h
FIREBOARD PANELS Wall Construction-WFCM Preserii rive Method AND GEd NAIL HOUBE COMMON WALL
P USE 4 Ed NAILS AT EFlCI-i CND USE 4-8d NAILS AT EACH STUD
TgyII end 3" EDGE / 6" FIELD Wall framing and finishing shall bre roiled and or screwed 1n accordance with AT EACH END 10.1L4� Q
Table 31 WFCM GARAGE STUD TO GARAGE SILL PLATE USE x 1 rZ W
25/32" ad 3" EDGE / 6" FIELD 1.6 Pine fascia wrap SSP CONNECTOR AT I6"JC. FLOOR TO FLOOR CONNECTIONS ---ill ro
Overhangs as noted USE 4 Bd NAILS AT FAD I END SILL PLATE TO RIM JOIST AND -
GYP5UM WALLBOARD Ed OOOLER5 Y' EDGE / 10" FIELD Vinyl vented soffits C ry
Aluminum graters and leaders RIM JOIST TO STUD CONNECTION USE RIM JOIST TO STUD CONNECTION V dt1
HARDBOARD ed fSEE TABLE 3.91
Siding See Elevations MTS 12, 16" 0 C -A (X
PARTICLEBOARD PANELS ed SEE TABLE 3.9J Tyvek housewrap USE 4 Bd NAILS AT EACH END O
'd'OSB sheathing, see fastening!schedule, Table 31 WFCM S }
2x4 Studs @ l o c with 2x4 shine and double 2x4 plate FLOOR TO FLOOR CONNECTION USE f2 )( G
DIAGONAL BOARD SHEATHING "G Sum wall board META 36, 16'
J\ N
/,"MR GWB in wet areas FOR
OR ER Ade st one va d notching in each
r figure all c 6(l yfor hthewalls USE 4 8d NAILS AT EACH END ALLOWS
HCOWAT m W
I xb" OR I'xa" ' ed PER SUPPORT 518"Type K GWB in arae USE 4 8d NAILS AT EACH CND 1/2� BLOCKING,
ling
ns
R60
EVER CONDITION USE MTS12, Ib" 0 C o 24° O C. ALLOWS
"xl0" WIDER J-ed PER SLPPORT At least ung window m each nation mom shall coin with the axil requirements of section R310 LOWS
LDDOWN � n �
FLOOR SHEATHING and figure R602 6(2)for9 un-beairing walls ) bearing RAFTER 1'O STUD CONNECTION USE 140 INSTALLATION �- <q
Follow exterior corner framing dellall figure R602 105 MTS 12, EACH ROOF RAFTER INSTALLATION SIDEWALL 9
STRUCTURAL PANELS
USE 8 lied NAILS AT EACH ENO
r" OR LESS ad 6" EDGE ' 12" FIELD Roof Assemblies-WFCM Prescriptive Method
Asphalt strip shingles shall have a inmrnum of six(6)fasteners per shingle (section R905 5) RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson Strong-The ENDWALL LL
GREATER TURN I" IOd e' EDGE / 6" FIELD Underlaymenl application (Section R905.27) CS20 USE 8-8d NAILS IN EACH END MTSI2
For roof elopes of two(2)units vertical 1n twelve(12)units horizontal (17-percent slapa), AT EACH ROOF RAFTER HOLODOWN ° o o
DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal(33percentslope), underlayment AT EACH STUD (PHD5) i CORNER STUD
"x6" OR "xe'I 2-5G PER SUPPORT shall be two(2)layers applied mine following manner Apply a 19-inch(483 mm)strip of DECK POST TO CONCRETE CONNECTION USE °
underlayment felt parallel with and starting at the eaves fastened sufficiently to hold in place PBS44A FOR EACH POST- USE 14- 1 fid NAILS CONNECTED TO F
r"xl0" OR WIDER 3-5d PER SUPPORT Starting at the cave, apply 36-mob-wide(914 nim)sheets of underlayment,overlapping ° TRANSFER SHEAR NE �q
successive sheets 19 inches(483 mm), and fastened sufkciently n hold In place DECK POST TO GIRDER CONNECT ION USE o 0 2-lied COMMON f' Fl,,
For roof Slopes of four(4)units vertical in twelve(12)units PC44 FOR EACH POST o o HOLDDOWN NAILS AT 10" O.C. * p�`h (-�
,c HNG REGUIR=TFN o _RE EASED IN WALL SHE,AING NAILED & ON{ENTER AT THE PANEL EDGE Is WA,L SHEATHIN3 151—THEE, : cul CENTER HT THE PANEL EDGE �i '
G' "PTAIN H'LH6R SHEAR CAPH_TIE`_ NAILNG eEQWREPEPJ5 FOR STRLGTeRAL r1EHBERS eHALL er DO�ia_ED OR ALTERN.':E C^NIJEJ'04S SJCH 45 SHEAR FLLTFS, Ice Protection Section R 905 2 71 (PHOS) °
( 1 GIRDER TO DECK JOIST CONNECTION USE
,..:.LL BE I,5FD rO nnwT.uN THE Lr AD Enid Underlayment In High wind (Sector R 905 2 7 2) MTS12(v7 EACH JOIST ® -2-IEd COMMON ® CORNER STUD 4`z1 I �
.°.EH Dy- sue..c-I I_. �s c<,LnrluCu6 .: •ER _eNNEcrao ncnBURs THE mouL<rac •uIYBER s. NHILs =_HALL BE NERrl1rrac c HE earucEu r.. pied r,4IL FER reel Flashing (Section R 9052 8)
on CONNECTED 1-O
Chimney's and Firespaces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE NAILS AT 6° O.C. °
Energy Effoency-Chapter 11, ease attached report MTS 12(u EACH JOIST o ix TRANSFER SHEAF r0 0 �r9
Mechanical-Chapter 12
General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE .. 1
(TABLE 3.2AWFCM HIGH WIND EDITION) Healing and Cooling Equipment-(Chapter 14 2-ACA USE 14- 1Ed NAILS
Exhaust Systems-Chapter 15 /
SILL OR BOTTOM PLATE 10 FOJNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE 2 AC4 \
JEF=RET T, BUTLER F.E.
Combustion Ar-Chapter 17 USE 14 - l6d NAILS
FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING- Chimneys and Vents-Chaptel 19 W
ANCHOR BOLT CONNECTIONPlumbing-PartVll PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS-
SUPPORTING- EDGE NAIL SPACING rIN,) (1/2' ANCHOR BOLTS) 1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
46
EDGE DISTANCE CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
SL_L PLATE 1OO
F ..ND ATION S GRl —_ BP
(CRAW. 3PAGE OR BASEMENT) ALI
STORIES AND WINDOW AND DOOR OPENINGS N 3
3 STORIES IS
WALL BOTTOM PLATE TO FOUND ArIOM1 3 19 (WFCM FIGURE �•�a 4,-lb)
SLAB-ON,GRAGEr -8 STORIES _
6 Simi Strang-TieU21
NO'E MAY 13 4-" I CORNER -11C EACH SPLICE PROGE BEM1,% B
ARIPLATE r SIYPSON SEE DELLI�_ � AT 2X6
FROM EAGk COR ✓I
AT EACH RAFTERcn
L_Cd x 1 1/2" Q
Simpison Strong=file le 4 �
(TABLE 3.9 WDITI
WFCM HIGH WIND EON) AC4) NOTE'
�
AT EACH POST ATTACH LEDGER TO
WALL SHEATHING ATTACFIMENT REQUIREMENTS FOR WIND LOADS BOLTS
G MEMBER RIDGE -ENSIGN STRAP /�V., �
�G520 UB--_ a-bU NAILS _
(120 MPH 3-SECOND GUST = 100 MPH FA5"TE6T-MILE WIND SPEED IPER TABLE R3-1.2.1.3:1 SEE PLAN WITH 2-I/2" X 5" LAG BOLTS AT 16" IN EACH END AT
ON CENTER EACH ROOF RAFTER UJ
� Q
SHEATHING LOCATION SPUD STRUCTURAL SHEATHING MAXIMUM NAIL SPACING SPACING OR FAIVEI_ SIDING d
FOR Bd COMMON NAILS ° O
,SHE NOTE U NO.0Strong-Tie
1INCHES O C.) ® Q
SEE NOTE :! INCHES ) 4
- _ 9 Simpson Q �
E 6 ° 6 ° U210 2X6
1' EDGE ZCNE I6 /
F 2 BEE NOTE _) AT EACH CEILING JOIST v
r
-- -- E 6 - �� G 4-I0d x I /?° RAGTER
INTER.OR 'CNF- I6 -
' 1_I_ AT
SPAG Nis T ndTER-'IED ATE SJPPOR'-5 'H -HE F_f IE'_ F'ELG r"1 ) .I a A Simpson Strong-TIE
2" MINIMUM U210 2X6
SLEGT-INS JITAHI .. __ T= --,- GO-ar.ce� -.+E - FDO- ECG-5 =.nE �.'•ACE_IEn- SIDECO/ER -
sIe1- -Ai eF u3Ec6 �' AT EAG# DECK/PORCH JOIST RIDGE BEAM
Simpson Strong-Tie , 4-I0d x 1 1/2"
- > — .� fr PB5,44
G ',HIL ` ° o.,rt= = E-1L1 v -vl-.Ec -^ L-ur =F•c'"nI,G� AT EACH POST FOOTING Simpson Strong-TIE �� ®q,
B✓� _ _. SSTB20 WITH BP TYPICAL PORCH/DEG
- RIDGE TEN510N STRAP DETAIL
PORCH COLUMN CONNECTIONS LEDGER CONNECTIONS
N - _ _ _I BE 5_ EG -- ANCHOR BOLT DETAIL --- —