HomeMy WebLinkAbout31272-ZFORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
I:Islam 9301R00:1"Iaaw
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 31272 Z Date JULY 13, 2005
D16
Permission is hereby granted to:
_
JAMES P. & ANGELA M. O'DOHERTY I
19869 GRENBRIAR DRIVE Iv v V
TARZANA,CA 91356
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED
GARAGE AS APPLIED FOR. (REPLACES BP ##30523-Z)
at premises located at
1825 MILL PATH
SOUTHOLD
County Tax Map No. 473889 Section 056
Block
0001
Lot
No. 005.001
pursuant to application dated JULY
13, 2005
and
approved
by the
Building Inspector to expire on Tr* ,nov
Fee $ 1,305.30
kft= xaiw
ORIGINAL
Rev. 5/8/02
FIELD INSPECTION REPORT
DATE
COMMENTS
FOUNDATION (IST)
------------------------------------
ro
3
`y
x
FOUNDATION (2ND)
ROUGH FRAMING &
PLUMBING
z
0
?7
..3
V
INSULATION PER N. Y.
STATE ENERGY CODE
y
FINAL
C
ADDITIONAL COMMENTS
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-
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T1
T1
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to
y
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z
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TOWS` OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
11 Examined % 20
Approved i 204
Disapproved a/c
Kpiration / 20�1
3) �2? -Z-
PERMIT NO
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Mail to:
CATHERINE C.
1
PhJ21AILLP0,fND I ANE
_.—
E. MORICHES, NY 11940-1222
-to 3 1 -97 F- $9 51
APPLICATION FOR BUILDING PERMIT
Date / 3 , 2004 -
INSTRUCTIONS
_``a.This application MUST 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.
(S1gnaVl"lR" IY RAI�I�/I r.
o p cant)
F.
ffICHES, NY 11940-1222
State whether applicant is owner, lessee, agent, architect, engineer, general contract,ctrician, plumber or builder
" D 0 HxP_ 7-%/ Il 0 r2 Ha- Lf V
Name of owner of premises
(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.
1. Location of land on which proposedOA-r-"
ork will be
1
l d o�.s 1 `� \ 1 L.L O A T "
House Number Street
County Tax Map No. 1000 Section (o Block ( Lot—6
Subdivision Filed Map No. Lot _
(Name)
N
1
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy VOLe Cjn
b. Intended use and occupancy C U nsru c4 i o n a i� 2, 4>,!F -r. 6,4 R. G Poo 1, Poo/
JJ h uvs e.
3. Nature of work (check which applicable): New Building n Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost
If dwelling, number of dwelling units
If garage, number of cars
_ Fee
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7.
Dimensions of existing structuV6\ if any: Front
Height Number of Stories,
Rear
Depth
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear S Z Depth 3S. S
Height Number of Stories
9. Size of lot: Front f 4- 0 2 r Rear 4-74-1 Depth 6 W 1 314
10. Date of Purchase 3 /r_ AN c, - aow Name of Former Owner L /-� N (�
t7owA O'OvrfEa.rY pE�vD�Ny
11. Zone or use district in which premises are situated ;)o
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X
13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 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 BREQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NC x
* 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 provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY O&r o/ k^ A)
0aTt4E!P_j,UiF 1 "1 ES IA A!0 being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
5N1)`4
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tp, �efore me this
Z% day of 206
1 �
Notary Public
CAROL BEST
No" Public State of ftw Ybtk
G4d10972
C.00
�20
07
Signature of Applicant
APPLICANT W DATE SUBMITTED: /x/04
SCTM# DISTRICT: 1,000, SECTION:.576, BLOCK: A_, LOT: SUBDIVISION: �nhmo ap a
ADDRESS: It? hy;pk ���� ICS CITY: c su�(���� ZONING DISTRICT: CONFORMING?_
BUILDING PERMITS OPEN/EXPIRED: PV CO: Y OR N
BP -Z / C/0 Z- , INFO /BP -Z / C/0 Z- , INFO
BP -Z / C/0 Z- ,INFO /BP -Z / C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION -REQUIRED g Q NOTES: ,
LOTS 40,0008F -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LO; FROM JAN.1997 100"25. Merger.(A nonconforming at any time afte
REQ. LOT SIZE:-
'eDl ACT. LOT SIZE:3 7e, `REQ. LOT COV. �O ACT. LOT COV.
REQ. FRONT � �� PROP. FRONT C VAREQ SIDE �ft �ACT. SIDE
REQ. REAR Dr PROP. REAR REQ. HEIGHT PROP. HEIGHT
FJ�.q-��y �,� ti
PROJECT DESCRIPTION: +�:r�ri)-„&3A_�� gay t
E a
ESTIMATED PROJECT COST,'t) (r e) k, ARCHITE-- r/ENGINEER: l >
WATERFRONT? DESCkIPTION:
APPROVALS REOUIRED
PANEL #
FLOOD ZONE;,
SUFFOLK COUNTY HEALTH DEPOYESNO, (BED #): DTE: 2 /2'V/ V PERMIT #: i� 0 01,dd
��TOWN SEPTIC RECEIPT: Y or N'
NEW YORK STATE DEC: PRE -DEC 9/1/75 YES or 0 DTE: / / PERMIT #:
SOUTHOLD TOWN TRUSTEES: YES o 0DTE / / PERMIT #:
TOWN ZONING BOARD APPROVAL: YES or _ DTE: _// PER:'v1IT #:
TOWN PLAIN. BOARD APPROVAL: YES or a O � DTE _/ / �ERMIT #:
TOWN WSTORICAL(PRE (SPLIA): ES o NO /
NEW YORK STATE CODE COM IANCE (SEE PAGE 2): YES or NO {_
NOTES: 0' 0aD-A,,, B � (,�. i
FEE STRUCTURE: FOUNDATION: ' 451, SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER:- SF 4'ki INIT
TOTAL: SF FEE
1.( 1-01 SF)- CS\—,D SF)= 3 '' SFX $_3() =$ 1155 +$ . 15_0 +$
2. (_SF)- (—SF)=.
3. (_SF)- (SF)=
SF X $—=$—+$ +$
SFX $ _$ +$ +$
OTHER TOTAL
FEE FEE
_$
FINAL TOTAL: $ 15
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Jwoo�
Ground Snow Load: 45 Wind Speed: 120MP,11 Seismic Ye'sign Category: B
Weathering: Severe"Frost Depth: 36" "J' Termite: M -H Decay: S -M
DesignTemp:11 �Ice Shield Underlay: YES J Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA
TYPE OF CONSTRU
DESIGN CRITERIA:
FULL FRAMING DESIGN ELEMENTVrl/N
HEADERS: Y/N WALL STUDS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS: Y/N
LUMB-2 R SPECIES AND GRADE: Y/N
DESIGN. LOAD CALCULATIONS )-IN
GIRDERS.: Y/N
ROOF RAFTERS: Y/N
LIVE: Y/N DJ%V� Y/N I SNOW: Y/N SEISMIC: Y/N WIND: Y/N
WINDOW AN4' OOR SCHEDULE:
"`!f-W-AT.,REQUIREME
NTS&N
E-6RESS- 5:7-&RY/N
. k -'HT 80Y(- Y/N/
VENT 4%: Y/N
0-QN
C
NAIL CONS -TR CTION SCHEDULE
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: �IN
LOCATION OF FIRE PROTECTION EQUIPMENI(5./N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS&' N -
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
now °r torn-iela Norton
CX. �
Edward Ernst games p Keay /
formerly Cv0Cont)
�o,29930
N
mO'A E �_ / 93.57
MON
4N
fOrmel �y
now or Southold
Town (vocont)
PlP'.
}oN
474.02' 7W
E1=17.6
0
N51,25'00„E m o
,lRn 'c.,r wi O
S
fy tP R7 I 9
��s� G,�, ., c:°F1�a�li►rAv�! NES
PROP ONDRTY M , TED i 1�
�it f1PLJ f i�! n?.••i� �I A$
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t 64 �� — �° 6
14121
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a -�l
oez C— O
4-
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N
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LT
O_
S79'52'00"W
33.35'
�R OWNED R N' DW P ASH„
KNAS
S
PO
o
� LE
� ZES H0
LO
.O
N
EL=15.4 579.52p0„W
O�
.............. .....
8 00 W 224.90'
now Or fOA geld Norton
Edward Ernst & es p. Kelly
J
formerly
(\lacant)
...
by Dept. of Waafth Ufvt
C.I. COVERS�j'
PROPOSED TO GRAD / VVVIIIV
HOUSE
FF=21.0±
FINISHED GRADE
EL=20.1 EL=19.7
EL=19.1
'MIN
IE=18.1
IE -
1 I.z IE=17.1 T
$'I WWI? _ --- e.o• — la
` �� ! •� � �(Q MIN. I
GROUND WATER EL=12.1
SEP11C TANK CESSPOOL
TEST HOLE DATA 1750 GAL. 475 S.F•S.W.L.A.
MCDNOVOOSLD OGOEOSCIENCEt �[ / ^fig nbpi��+Q!
i;�+,"s _ 3 —;;i;—
NOV.
_ _ JVEPAR�� L D7S5aa�t♦l G7
EL=15.5 0.0
DARK BROWN 'erstaAAl+y� MIt Arpno A, OF
0014U ®N FOR
A
CLAYEY LOAM 1<iLII��ana ��5�+ h`I " 1� rQa� ?m Fi',Igr-r"`r ONV?
v / X10 -ds r o�S-
1.0
Rw
BROWN DATE
/s •/N®
CLAYEY SAND Tr�.E� `�
PALE BROWN �°®ItR IP:�i�f�®F. BEDR'Ui�!iVS;� i )^
FINE TO ~
COARSE SANDECpMES HRBF,-y-EARS.RO;�Ji�i9P,'k�.�i � '�"aJ
G.W. ---- .4' J
EL=12.1 WATER IN
PALE BROWN �a
FINE TO ..
COARSE SAND
13.0' "'. '"`i:
FEB. 09, 2004 HD AMENDMENTS
DATE: OCT. 25, 2003
.InR Nn- gnn3-55n
Survey for:
JAMES 0'D OHER T Y
At
Arsh,amomaque
Town of
Southold
Suffolk County, New York
S. C. T. M.: 1000-056.00-01.00-005.001
100 0 100
I
SCALE:1 "=100'
NOTES:
1. AREA = 318,005 S.F.
2. ■ = MONUMENT FOUND, • = PIPE FOUND.
3. REFERENCE DEED; L. 9414 P. 107.
4. ELEVATIONS SHOWN HEREON ARE REFERENCED
TO APPROXIMATE N.G.V. DATUM (MSL 1929).
5. ZONING USE DISTRICT = R-80
6, WETLANDS IF ANY NOT SHOWN HEREON.
CERTIFIED TO:
JAMES O'DOHERTY
DAVID H. FOX N.Y•S.L•S. #50234
FOX LAND SURVEYING
PO BOX 224
SPEONK, N.Y. 11972
(631) 325-2902
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY
IS A VIOLATION OFSECT10N 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.
CERTIFICATION INDICATED HEREONSHALL 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 THH
ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATICNS
ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS �\
OR SLESE OIL NT OWNERS.
DWG: 2003-550
or formerly
or formerly Norton / now Of Southold
now Angelo Town
Ernst & An9 �vaaartti)
James
P• Kelly / P ?W TO GRADE
Edword 3°N PROPOSED C.I. COVER
47 A .Ori N HOUSE
formerly (vQ ant) Y L FF=21.0t
/ EL=17.6 FINISHED GRADE
/ O E1=20.1 EL=19.7
N80.2g'301- Nai•2600"E o m W E 2.0' MAX E=19.1
N D
OPK
93.5
TREE v
IE=17.2
la
MON Ys �
�-
EL=15.0 MIN. I
` I GROUND WATER EL=12.1
' PROPERTY LINES
1 ONUMENTED u
• As M- oo �� SEPTIC TANK CESSPOOL
6506 6y� 1 TEST HOLE DATA 1750 GAL. 475 S.F.S.W.L.A.
p MCDONALD OSCIENCE
'NOV. n�1 qfl� 1 NOV. 05, OO
1 '
EL=15.5 0.0
0 c)N 1 S60 DARK BROWN
CLAYEY LOAM
r
N 1.0
aONE� j zoo �• CJ� BROWN
O/ CLAYEY SAND
p, \ ° 0 o \ �� Q Ci 3.0'
a o HN2 G o \\ (n 0 PALE BROWN
o % FINE TO
oG0
o y 0 P�wrc^� COARSE SAND
O Q Q G.W. — — — — 3.4'
O EL=12.1 WATER IN
PALE BROWN
a FINE TO
-)3 Q o COARSE SAND
aY�Yc� 13.0'
c�EO
OP S9I p O U) �' FEB. 09, 2004 HD AMENDMENTS
s 6M n "-A DATE: OCT, 25, 2003
Survey for: JOB NO: 2003-550
N �
CERTIFIED TO:
JAMES O'D OHER T Y JAMES O'DOHERTY
At
A
o 4- N� �� `�, Arshamomaque
io ��� CD CID Town of
U) `0 Southold
9��, Suffolk County, New York
CD
N Q '�.tES"C Hp1.E •61
O �� i 0) 4' �6oP"`� S.C•T.M.: 1000-056.00-01.00-005.001
�L `L P`P�
CO t?5
0O•O oq6' / C'y'N6P" 100 0 100
N. Y. S. L. S.
SCALE: 1"=100' DAVID H. FOX
EL=157 1 _ - - N88'38°00"W 224.90' �?
FOX LAND SURVEYING
S79'S200"33. W S6�G01
33 g5' NOTES: PO BOX 224
�/ EL=154 57g•5200"�9. 1. AREA = 318,005 S.F. S (601) X325-29102 2
/ / / ROADWAY formerly 2. ■ = MONUMENT FOUND, s = PIPE FOUND.
�- UNAUTHORIZED ALTERATION OR ADDITION TO THIS
D r rton 3. REFERENCE DEED; L. 9414 P. 107. IS A VIOLATION OFSECTION 7209 OF THE NEW YO
lipNor
"NULL PATH E nst & p\ngeW N° 4. ELEVATIONS SHOWN HEREON ARE REFERENCED EDUCATION LAW. COPIES D THIS SURVEY MAP N
THE LAND SURVEYOR'S INKED SEAL OR EMBOSSES
SHALL NOT BE CONSIDERED TO BE A VALID TRUE
Edward James p,Y,01Y TO APPROXIMATE N.G.V. DATUM (MSL 1929), CERTIFICATION INDICATED HEREON SHALL RUN ONI
formerly5. ZONING USE DISTRICT = R-80 PERSON'FCR WHOM THE SURVEY IS PREPARED A'
`' ` BEHALF TO THE TITLE COMPANY. GOVERNMENTAL
�y aCan` AND LENDING INSTITUTION LISTED HEREON . AND
6, WETLANDS IF ANY NOT SHOWN HEREON. ASSIGNEES OF THE LENDING INSTITUTION. CERTIFIC/
DWG: 2003-550
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE=
CODES OF NEW YORK STATE.
��A,F�TIpFI(G; ATaIAO��+- OF ROOFING SHINGLES
1IAIL.ING `�ONNE`j -TIONS
RIDGE VE
��Q�II12
9
ADJUST OVERHANG
TO MATCH SOFFITS
VINYL SIDING
— — — -
STEP FOOTING 30 DEG MAX
FRONT ELEVATION
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODE!
AS REQUIRED AND CONDITIONS 0
SOUTHOLD TOWN ZBA
SOUTHOLD TOWN PLANNING BOAF
SOUTHOLD TOWN TRUSTEES
N.Y.S. DEC
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE
CERTIFICATE OF OCCUPANCY
SOLDER. USED IN WATER
SUPPLY SYSTEM CANNOT
EXCEED 2/10 OF 1% LEAD.
II
DO NOT PROCEED WITH
FRAMING UNTIL SURVEY
OF FOU
NDATIO - ELEVATION
HASBEENA L�_________�_
GE
UPANCY OR
IS UNLAWFUL
CERTIFICATE.'
UPANCY
PLUMBING
ALL PLUMBING WASTE
a WAFER LINES NEED
tiTiNa BEFORE COVERING
UNDERWRITERS CER i IFILA;
REQUIRED
AS NOTED
DATE: B.P.
FEE: �3®J BY:
NIOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
FLOOD ZOO . >N
COMPLY WITH CHAPTER "46" QED A�
FLOOD DAMAGE -PREVENTI F NIC C`y��
SOUTHOLD TOWN CODE.
RETAIN STORM WATER OF
PURSUANT TO SECTION C 0
OF THE TOWN CODE.
0F=v7-1C.e-- -
GENERAL NOTES
1.THE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS
CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK
2. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT IS TO BE IN ACCORDANCE
WITH THE BUILDING CODE OF THE STATE OF NEW YORK AND MANUFACTURERS INSTRUCTIONS.
3. VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION, NOTIFY ARCHITECT OF
DISCREPANCIES. DO NOT SCALE DRAWINGS.
4. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE
ARCHITECTS CERTIFICATION AND IS A VIOLATION OF NYS LAW. DRAWINGS ARE THE COPYRIGHT
OF THE ARCHITECT.
5. THE ARCHITECT IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, PREVENTION,
REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES, FUMES, MOLD AND O
MILDEW.
S. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS,
TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN
CONNECTION WITH THE WORK THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ERRORS OR
OMISSIONS OF THE OWNER, CONTRACTOR OR SUB -CONTRACTORS.
7. THESE PLANS ARE OF LIMITED SCOPE AND ARE INTENDED FOR USE BY EXPERIENCED
OWNER(BUILDERS FOR CONSTRUCTION ON OWNERS PROPERTY WITH FINAL SPECIFICATIONS
SELECTED BY THE OWNER. THE ARCHITECT, NOT CONTRACTED TO CONTROL THE
CONSTRUCTION PROCESS IS NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED
BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES, LOCAL LAWS, REQUIREMENTS
OR SUITABILITY FOR A PARTICULAR USE. THE ARCHITECTS LIABILITY TO OWNER OR ANY THIRD
PARTY IS THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED.
B. USE OF THESE DRAWINGS INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS AND
ARE A PART OF THE AGREEMENT WITH THE ARCHITECT.
R301.2 DESIGN CRITERIA: VALUE R301.2.1 WIND LIMITATIONS:
GROUND SNOW LOAD 45 PSF DESIGN LOADS FOR WINDOWS AND
BASIC WIND SPEED 120 MPH DOORS SHOWN WITH FLOOR PLAN
SEISMIC CATAGORY C R301.2.1.1 WIND DESIGN CRITERIA
WEATHERING SEVERE THIS BUILDING HAS BEEN DESIGNED
FROST LINE DEPTH 36" MIN. WITH THE FOLLOWING APPROVED
TERMITE PROBABILITY MOD/HEAVY REFERENCE FOR BASIC WIND
DECAY PROBABILITY MODERATE SPEEDS OF 110 MPH AND ABOVE
ICESHIELD REQUIRED SUGJESTED (ENCLOSED BUILDING): AFBPA
FLOOR HAZARDS N/A WOOD FRAME CONSTRUCTION
DESIGN LIVE LOADS PSF DEF. MANUAL (WFCM).
NON SLEEPING ROOMS 40 9360 THIS BUILDING IS IN A
SLEEPING ROOMS 30 LI360 WINDBORNE DEBRIS REGION.
DECKS 40 9360 GLAZED OPENINGS ARE
ATTICS WITH STORAGE 20 L240 REQUIRED TO BE PROTECTED AS
ATTICS NO STORAGE 10 L240 PER THE REQUIREMENTS OF
STAIRS 40 LI360 R301.2.1.2. SEE SHEET A-5
GUARDS/RAILS 2001 AT TOP
R301.2.1.4 EXPOSURE CATEGORY&
DEAD LOADS ARE BASED ON ACTUAL NORTH B SOUTH B
MATERIAL WEIGHTS OF ASSEMBLIES EAST B WEST B
ROOF SNOW LOAD AS PER ASCE 7 DWELLING IN SEISMIC CATAGORY CIS
45 PSF(0.7)(1)(1)(1) = 32 PSF EXEMPT FROM SEISMIC PROVISIONS
BUILDING AREAS: SQFT
FIRST FLOOR LIVING 1,289
SECOND FLOOR LIVING 1,275
TOTAL LIVING AREA 2,564
OPEN TO BELOW 139
GARAGE AREA 542
COVERED PORCH 306
Approximate gross floor areae based on nominal material dimensions.
LMing areas Include first floor stairs and finished floor areas to the outside
of house exterior walls and to one half of garage or open to below walls.
Garage area Includes one half of house walla to outside of garage exterior
walls. Second floor open to below space Includes stairs below. Decks and
porch areas are from exterior walls to outside edge of decklporch.
eric Nicosia
ARGIAITELT
in
414 Main Streel,Suite 203, Port Jefferson, N.Y. 11777
Telephone: (631) 928.4456. Fax: (531) 928-9543
Email: architect@optonline.net
1525 MILD PATH ROAD
SOUTHOLD, N.Y.
NOTE5 4 ELEVATION5-1
Job#:040170 Scale: 1/8"=1r-0"
A—I
Date: 6/7/04 1 BY: E.N. I Rev:
-----------------------------
- — — — — — — — — — — — — — — — — — — — — — — — — — — —
REAR ELEVATION
LEFT ELEVATION
i -I TT ---
i II II
ELEVATION REFERENCE NOTES
R325.1 Approved numbers or addresses shag be provided for all new buildings in such
a position as to be plainly visible and legible from the street or road fronting the property.
R613.5.1 Window and glass door assemblies shall be anchored in accordance with the
published manufacturer's recommendations to achieve the design pressure specified.
Mullions shall be tested by an approved testing laboratory. Maximum mullion
deflection= L/175, Mullions shall be capable of resisting a load of 1.5 times the design
pressure loads.
R703.1 The exterior wall envelope shall be constructed In such a manner as to prevent
the accumulation of water within the wall assembly by providing a water resistive barrier
behind the exterior veneer as required by Section R703.2.
R806.3 Vent clearance. A minimum of a 1 -Inch (25.4 mm) apace shall be provided
between the insulation and the roof sheathing at the location of all vents.
R901. Roof assemblies shall be Installed in accordance with this code and the approved
manufacturer's installation instructions such that the roof assembly shall serve to
protect the building or structure. Flashings shall be installed In such a manner as to
prevent moisture entering the wall through the jolnts in the coping, through moisture
permeable material, at Intersections with the roof plane or other penetrations or changes
in slope. Roof coverings shall be applied in accordance with the applicable provisions of
this section and the manufacturers installation instructions. Underiaymentt shall
conform with ASTM D 226, Type I, or ASTM D 4869, Type I. Self -adhering polymer
modified bitumen sheet shallcomply with ASTM D 1970. Asphalt shingles shall have
self -seal strips or be interlocking, and comply with ASTM D 225 or D 3462. Fasteners for
asphalt shingles shell be galvanized steel, stainless steel, aluminum or copper roofing
nalls,minlmum 12 gage shank with a minimum 318 -inch diameter head, Where the roof
sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the
sheathing.Fasteners shall comply with ASTM F1667. Asphalt shingles shall have of six
fasteners per shingle. Undedayment shall be applied shingle fashion, parallel to and
starting from the save and lapped 2 inches, fastened sufficiently to hold In place. End
laps shall be offset by 6 feet In areas where the averegedaily temperature in January is
25d or less, an ice barrier that consists of a least two layers of underlayment cemented
together or of a self -adhering polymer modified bitumen sheet, shall be used in lieu of
normal undedayment and extend from the eave's edge to a point at least 24 inches
Inside the exterior wall line of the building.. Undedayment applied in areas subject to
high winds greater than 110 mph shall be applied with corrosion resistant fasteners In
accordance with manufacturers installation instructions. Fasteners are to be applied
along the overlap not farther apart than 36 inches on center. Flashing for asphalt
shingles shall comply with this section. Base and cap flashing shall be installed in
accordance with manufacturers installation instructions. Base flashing shall be of either
corrosion -resistant metal of minimum nominal 0.0194nch thickness. Cap flashing shall
be corrosion resistant metal of minimum nominal 0.0194nch thickness. Valley linings
shall be Installed In accordance with manufacturers Installation Instructions before
applying shingles.Closed valleys (valley covered with shingles),valley lining of one ply of
smooth roll roofing complying with ASTM D 224 Type II or Type III and atieast 36 inches
(914 mm) wide or valley lining asdescribed in Items 1 and 2 above shall be
permitted.Specially undedayment complying with ASTMD 1970 may be used in lieu of
the lining material. A cdcket or saddle shall be Installed on the ridge side of any chimney
greater than 30 Inches wide. Cricket or saddle coverings shall be sheet metal or of the
same material as the roof covedng. Sidewall flashing. shall be by the step -flashing
method. Other flashing against a vertical front wall, as well as soil stack, vent pipe and
chimney flashing, shall be applied according to asphalt shingle manufacturers printed
Instructions.
ELEVATION CONSTRUCTION NOTES
ROOFING: 6 NAILS PER SHINGLE ASPHALTIFIBERGLASS ROOFING SHINGLES
AND ACCESORIES - SEE CODE NOTES ABOVE.
ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS
REQUIRED
TRIM: WHITE ALUMINUM CLADING. RAKE TRIM:1X2 ON 2X6, SPACE FOR SIDING.
FASCIA: 2X8. CONTINUOUS VENTED VINYL SOFFITS.
SIDING: VINYL SIDING AND ACCESORIES, WINDOW/DOOR DRIPEDGE, FLASHINGS,
TAPED TYVEK HOUSE WRAP. VINYL SIDING TO CONFORM TO ASTM D3679.
APPROVED U.L. LISTED FLUE CAP AND COLLER WITH SLOPED STAINLESS STEEL
CHASE CAP.
CHIMINYSIFLUES TO BE T-0" MINIMUM OVER ROOF AND 2'-0" MINIMUM HIGHER
THAN NEAREST STRUCTURE WITH IN 10'-0". CRICKETS AND FLASHINGS AS
REQUIRED IN R808.
Eric Nicosia
AFUITC.GT
owl
414 Main Street,Sulte 203, Port Jefferson, N.V. 11777
Telephone: (631) 928-4456. Fax: (631) 9289543
Email: architect@optanline.nel
1525 MILL PATH ROAD
SOUTHOLD, N.Y.
NOTES 4 ELEVATION5-2
Job#:040170
Scale: 1/8"=1'-0"
A-2
Date: 6/7/04
By: E.N. I Rev:
17,-A„
52'-0"
/ PLYWOODANSULATE -
/ UNDER 7 CANTILEVER
2'-0"
12'-4"
ANCHOR BOLTS TO BE
WITHIN 6"-12" OF SILL PLATE
ENDS OR SPLICES
6..
5/8" ASTM 307 GRADE 60
THREADED L ANCHOR BOLTS
AT 48" O.C. WITH NUTS AND
3"X3" X 12" SLOTED SQUARE
WASHERS (SIMPSON L8PS12.
R403.1 5/8" ANCHOR BOLT 48" O.C.
H�o
10'-8"
W CENTERLINE AT
N INTERIOR BOLTS
BAND
-J 1---- -- SLOTED SQUARE
WASHER
6" TO BOLT
CENTERLINE
2" TO CORNER
BOLT EDGE
--'ZQ FOUNDATION WALL
R403.1X CORNER BOLTS
41'-4"
6'-0"
1%a
�"lI COS, /��
FOUNDATION NOTES:
R323.1 In areas subject to decay damage and all wood in contact with the ground shall
require the use of approved pressure preservatively treated or decay -resistant lumber.
R324.3.1 Treat cut ends, notches & drilled holes In accordance with AWPA. R324
Subterranean termite control.Termite shields, Pressure preservatively treated wood In
accordance with the AWPA standards and or termite -resistant wood. Chemical soil
treatment may also be nessasary depending on site conditions.
R401.3 Drainage. Surface drainage shall be diverted to drywells or other approved point
of collection not to create a hazard. Lots shall be graded so as to drain water away from
foundation walls a minimum of 6 Inches within the first 10 feet or swales shall be
provided to ensure drainage away from the structure.
R401.4.1 Geotechnical evaluation. In lieu of a complete geotechnical evaluation, the
load-bearing values In Table R401.4.1 have been assumed. Compressible or shifting,
soils shall be removed in conformance with R401.4.2
ASSUMED SOIL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO
THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC
NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION.
R402.2 Concrete. Materials used to produce concrete and testing thereof shall comply
with the applicable standards listed In ACI 318 or ASTM C 1157. Reinforcing steel and
Installation to be in conformance with ACI 318. Anchor bolts to be inconfornance with
ASTM 307.
MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,00D PSI @ 28 DAYS.
CONCRETE AT BASEMENT FOUNDATION WALLS,EXTERIOR WALLS,
PORCHS,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED. IN
CONFORMANCE WITH ACI318. NOMINAL SLUMP: WALLS 6, SLABS 5.
R403 Concrete Footings shall be supported on undisturbed natural soils. All exterior
footings shall be placed at least V-0" minimum below grade. The top surface of footings
shall be level. Changes In elevations and ajacent slope requirements shall be in
conformance with R403.
R404.1Concrete Foundation Walls shall be constructed as set forth in section R404 and
ACI 318. Backfill shall not be placed against the wall until the wall has sufficient strength
and has been anchored to the floor above, or has been sufficiently braced to prevent
damage by the backfill. Such bracing is not required for walls supporting less than 4 feet
of unbalanced backfill. R405.1 Foundation Drainage. A drainage system is not required
when the foundation is installed on well -drained ground or sandgravel mixture soils
according to the Unified Soil Classification System, Group I Soils, as detailed In Table
R405.1. Other soils require require drains in conformance with R 405.1 around all
concrete or masonry foundations that retain earth and enclose habitable or usable
spaces located below grade.
R406.1Foundation dampproofing. Except where required to be waterproofed by Section
R406.1 &2, foundation walls that retain earth and enclose habitable or usable spaces
located below grade shall be dampproofed from the top of the footing to the finished
grade by applying one of the listed dampproofing or waterproofing materials listed In
Section R406 .In areas where a high water table or other severe soil -water conditions
are known to exist, exterior foundation walls that retain earth and enclose habitable or
usable spaces located below grade shall be waterproofed as per R4062
R407 Steel columns.All surfaces (inside and outside) of steel columns shall be given a
shop coat of rust-Inhlbifive paint, except for corroslon-resistant and coated steel.
Approved manufactured corrosion -resistant, coated steel columns with top bearing plate
shall be bolted to the girder and the bottom with any adjustable threads on bearing plate
embeded In the concrete slab.
6.5" MIN. WIDTH FOR TRIPLE
W"ITU-T
in
a" DIA CAST I
Telephone: (631) 926-4456. Fax: (631) 928-9543
3" DECK POCKET
1525 MILL PATH ROAD
12'x19' PC PIER 5/8" ANCHOR BOLTS 48" O.0 I
FOUNDATION PLAN
F_
5/8" ANCHOR BOLTS 48 O.C.
'r50'_811
AIR SPACE
ch
IRON
STEEL ORSOLID
L
DRAIN TO
B" THICK 3,000 PSI AIR ENTRAINED CONCRETE WALLS ON I I
DRYWEL.
B" X16" WIDE CONTINUOUS, KEYED P.C. FOOTINGS ON 0 I
I
ASSUMED SOILS -SEE NOTES U.L. LISTED
FLUE
o
VARY
LENGTH FOR STEPS TO GRADE I
Q
0
9' CLG Z t0S
�' s1- zl
BASEMENT
N
X
N
4' THICK 3000 PSI PC .LAB ONXX O z I
OR SUBGRADE j a U
SAND BASE N 3 tD~A
40'-8"
—
FOOTINGS 30 DEG MAX
6'-9"
6'-11"
8'•9" T-9" 6'-9" 8'-9"
a�2 NONCOMBUSTIBLE
FIRESTOP AT FLOOR.
&CEILINGS
ivSTEP
T =_
— —
BEAM
POCKET
58" ANCHOR BOLTS
48" O.C.
BEAM
POCKET
,^
I
I
C
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I
ON 3" DIA STEEL COLUMN ON
;.
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2'-(Y'X2'-0"X1'-0" P.C. FOOTING
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3" DIA STEEL COLUMN ON
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`.
8.,
- P.C. FOOTING
7-0"X2'-a"All"
N
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40-8
— —
518" ANCHOR BOLTS 48" O.C. J
I � tb•a I I I
I
L
UNEXCAVATED
I`
----------------
CANTILEVER ABOVE I JOIST HANGER TO PPT LEDGER BOLTED TO RIM
N
a
m
1
I
II — — — — — — — — L BOARD WITH 12" DIA GALV. LAG BOLTS &
I I I
4
WASHERS 16" O.C, STAGGER VERTICAL
N
B"
11,,6„ 8"
T-8" v'
8'-0" 9'-0" k T-4„ T_0„
i
T-0„ 1'_O
I
BEAM
m
2-2XB PPT _ 3.2X8 PPT _ 2-2X8 PPT
N
POCKET
—
I
— _ — — — — — — — — — — — —
��
(2) 5/8" GALV. BOLTSMUTS/WASHERS THRU GIRDERS
N
518" ANCHOR BOLTS 48" O.C.
8 4X4 PPT POST ON 17' MIN.DIA P.C. FOOTINGS WITH
PA4 POST BASE AND 112' ANCHOR BOLT
12'-4"
ANCHOR BOLTS TO BE
WITHIN 6"-12" OF SILL PLATE
ENDS OR SPLICES
6..
5/8" ASTM 307 GRADE 60
THREADED L ANCHOR BOLTS
AT 48" O.C. WITH NUTS AND
3"X3" X 12" SLOTED SQUARE
WASHERS (SIMPSON L8PS12.
R403.1 5/8" ANCHOR BOLT 48" O.C.
H�o
10'-8"
W CENTERLINE AT
N INTERIOR BOLTS
BAND
-J 1---- -- SLOTED SQUARE
WASHER
6" TO BOLT
CENTERLINE
2" TO CORNER
BOLT EDGE
--'ZQ FOUNDATION WALL
R403.1X CORNER BOLTS
41'-4"
6'-0"
1%a
�"lI COS, /��
FOUNDATION NOTES:
R323.1 In areas subject to decay damage and all wood in contact with the ground shall
require the use of approved pressure preservatively treated or decay -resistant lumber.
R324.3.1 Treat cut ends, notches & drilled holes In accordance with AWPA. R324
Subterranean termite control.Termite shields, Pressure preservatively treated wood In
accordance with the AWPA standards and or termite -resistant wood. Chemical soil
treatment may also be nessasary depending on site conditions.
R401.3 Drainage. Surface drainage shall be diverted to drywells or other approved point
of collection not to create a hazard. Lots shall be graded so as to drain water away from
foundation walls a minimum of 6 Inches within the first 10 feet or swales shall be
provided to ensure drainage away from the structure.
R401.4.1 Geotechnical evaluation. In lieu of a complete geotechnical evaluation, the
load-bearing values In Table R401.4.1 have been assumed. Compressible or shifting,
soils shall be removed in conformance with R401.4.2
ASSUMED SOIL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO
THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC
NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION.
R402.2 Concrete. Materials used to produce concrete and testing thereof shall comply
with the applicable standards listed In ACI 318 or ASTM C 1157. Reinforcing steel and
Installation to be in conformance with ACI 318. Anchor bolts to be inconfornance with
ASTM 307.
MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,00D PSI @ 28 DAYS.
CONCRETE AT BASEMENT FOUNDATION WALLS,EXTERIOR WALLS,
PORCHS,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED. IN
CONFORMANCE WITH ACI318. NOMINAL SLUMP: WALLS 6, SLABS 5.
R403 Concrete Footings shall be supported on undisturbed natural soils. All exterior
footings shall be placed at least V-0" minimum below grade. The top surface of footings
shall be level. Changes In elevations and ajacent slope requirements shall be in
conformance with R403.
R404.1Concrete Foundation Walls shall be constructed as set forth in section R404 and
ACI 318. Backfill shall not be placed against the wall until the wall has sufficient strength
and has been anchored to the floor above, or has been sufficiently braced to prevent
damage by the backfill. Such bracing is not required for walls supporting less than 4 feet
of unbalanced backfill. R405.1 Foundation Drainage. A drainage system is not required
when the foundation is installed on well -drained ground or sandgravel mixture soils
according to the Unified Soil Classification System, Group I Soils, as detailed In Table
R405.1. Other soils require require drains in conformance with R 405.1 around all
concrete or masonry foundations that retain earth and enclose habitable or usable
spaces located below grade.
R406.1Foundation dampproofing. Except where required to be waterproofed by Section
R406.1 &2, foundation walls that retain earth and enclose habitable or usable spaces
located below grade shall be dampproofed from the top of the footing to the finished
grade by applying one of the listed dampproofing or waterproofing materials listed In
Section R406 .In areas where a high water table or other severe soil -water conditions
are known to exist, exterior foundation walls that retain earth and enclose habitable or
usable spaces located below grade shall be waterproofed as per R4062
R407 Steel columns.All surfaces (inside and outside) of steel columns shall be given a
shop coat of rust-Inhlbifive paint, except for corroslon-resistant and coated steel.
Approved manufactured corrosion -resistant, coated steel columns with top bearing plate
shall be bolted to the girder and the bottom with any adjustable threads on bearing plate
embeded In the concrete slab.
6.5" MIN. WIDTH FOR TRIPLE
W"ITU-T
in
/ PLY LVL GIRDER - SEE PLAN
Telephone: (631) 926-4456. Fax: (631) 928-9543
3" DECK POCKET
1525 MILL PATH ROAD
612" DEEP
FOUNDATION PLAN
– LVL POCKET
� 1012" DEEP S _ o
-3
AIR SPACE
ch
3" MINIMUM BEARING
STEEL ORSOLID
SLATE SHIMS
eric. Nicosia
W"ITU-T
in
414 Main Streel,Sulte 203, Port Jefferson, N.Y. 11777
Telephone: (631) 926-4456. Fax: (631) 928-9543
Email: architect@optonline.nel
1525 MILL PATH ROAD
SOUTHOLD, N.Y.
FOUNDATION PLAN
Job#:040170 Scale: 1/8"=1'-0"
-3
Date: 6/7/04 By: E.N. I Rev:
0
LIST OF ABBREVIATIONS
��kED A/�c
NICQsyi�t<`
t4,
r
ALL FRAMING LUMBER TO BE DOUGLAS FIR -LARCH #2. PRESSURE
PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE #2.
TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED
NO HOLES ALOWED IN LVLS OR ANY HEADER/GIRDER. NOTCHING AND
BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH
AF&PA WFCM.
DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS. SOLID
BLOCKING UNDER NON LOAD BEARING PARTITIONS.I JOISTS TO
CONFORM TO MANUFACTURERS I NSTRUCTIONS.
JOISTS/RAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES.
SOLID BLOCKING/ SOLID WEB STIFFINERS AT ALL SUPPORTS. DIAPHRAM
BLOCKING AS INDICATED. HAILERS FOR GYPSUM BOARD CEILINGS AS
REQUIRED. FIRE/DRAFTSTOP CHASES AND PORCHS.
LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS
E=2,000,000 psi, Fb= 2800 psi, Fv=285 psi
LVLS TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVLS.
DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER
WITH A MINIMUM OF 2 ROWS OF 16d NAILS 12" O.C., 3 ROWS OF 16d
NAILS 12" O.C. FOR 14"-18" MEMBERS. SEE MANUFACTUTRERS
INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF
SIDE LOADED MULTI -PLY BEAMS.
CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING
HANGERS, AS PER MANUFACTURERS INSTRUCTIONS.
SEE LOAD PATH/SECTION SHEET FOR ADDITIONAL ROOF STRAPS,
HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC.
NAILING SCHEDULE - MS. I AF&PA WFCM REFERENCE
NOT INCLUDING UPLIFT & HOLDOWN CONNECTIONS.
LOCATION Common Nails -
12,_4„
52,_0„
Telephone: (631) 028-4456. Fax: (631) 928-9543
Email: architect@optonline.net
Roofing Shingles
6
roofing nails per shingle
Structural Sheathing- Interior Zone
Bd
6" o.c edge, 12" o.c. field
Structural Sheathing- 4' Pedmiter Zone
8d
6" ox edge, 12" o.c. field
120 mph - Sheathing- 4' Pertmiter Zone
Bd
6" ox edge, 6" o.c. field
Sheathing @ Flush and Flying gables
8d
W o.c edge, 6" o.c. field
120 mph - @ Flush and Flying gables
8d
4" o.c edge, 4" o.c. field
2-2X10
CCA STEPS
sow
per rafter
Ceiling Jolst/rop Plate (toe -nailed)
3-8d
perjoist
Gelling Joist/Parallel Rafter (face -nailed)
3-16d
each lap if CJ not on top plate
Ceiling Joist Lap at Partition (face -nailed)
3-16d
6,
6'-6"paro
Collar Tie to Rafter (face -nailed)
2-10d
per tie 3-1 Od req @ 120 mph zones
Blocking to Rafter (face -nailed)
2-8d
each end
Rim (fascia) to Rafter (end -nailed)
2-16d
each end
Gypsum Board - Ceiling
2M 28210 2-2X10 Q-
(2) I -W X11-12' LVL
TO2-FULL2X4P Ts
WALL:
N
3046-2
Gypsum Board - Wall
W
7"o.c. edge, 10"o.c. field
Structural Sheathing-
8d
6" o.c edge, 12" o.c. field
2-2X10 =
SOLID METAL CLOTHS DRYER �' 1 — J ' 0"
EXHAUST DUCT TO EXTERIOR WITH O
_ _ _ _
_ _ _ — — —
per foot
Top Plat at intersections (face -nailed)
4-16d
w o O m
2-0
Stud To Stud (face -nailed)
2-16d
24" o.c.
Headers/Girders (face -nailed)
16d 16" o.c. along edges
_
DAMPER, INSTALLED IN M
20'-6"
per stud
Top/Bottom Plate to stud (toe -nailed)
17,-4„
per stud
°w � d -
2-16d
per foot
FLOOR:
o
CONFORMANCE WITH R1501 AND T-4" 4" 2' "
11 �
Structural T&G Subfloor - glued &
8d
6" ox edge, 12" o.c.field.
Joist to Sill/Plate/Girder (toe -nailed)
4-8d
j m
0 0
Bridging to Joist (toe -nailed)
2.8d
each and
Blocking to Joist (toe -nailed)
MANUFACTURERS INSTALLATION D
each end
Blocking to Sill or Top Plate (toe -nailed)
3-16d
each block
io
" 0 0
each joist
Joist on Ledger To Beam (toe -nailed)
3-Bd
perjoist
INSTRUCTIONS AND DETAILS VENT LAUNDRY
3-16d
perjoist
Band Joist to Sill/Plate (toe -nailed)
2.16d
d
® O Z O LL
POWERED NAILERS: USE MANUFACTURERS COMMON NAIL EQUIVALENT
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2.2X10
(2)1.'l4" X LVL
LING AND BEAMS W ITH 12'
SUM BQARD ON INSIDE
7'
070'
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2842 (2)1-39'X 11.1/4" LVL
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N
2842 7'-61/2" 5" 7' 6"
5"
5„
5"
6'-10" 5"
6,_2„ 6,_2„ 64„ 5,_4„
x
5/4"X6" PPT TOP RAIL
ON 2X4 PPT
12'-4" 10'-8" 15'-6"
10'-0"
15'-10"
FRAME WITH 4X4 PPT
POSTS THRU
DECK & MAX O.C. 2X2 PPT NEWEL
23'-0"
41'-4"
POSTS - 4" MAX. CLEAR BETWEEN
. ,
84-4„
NEWELS
WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING. VERIFY ALL QUANTITIES,
A
ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWSIDOORS AND BEFORE
FRAMING OPENINGS. MINIMUM DESIGN PRESSURE FOR WINDOWS AND MULLIONS = DP30
EXTERIOR DOOR ASSEMBLIES TO HAVE A MINIMUM DESIGN PRESSURE RATING = DP30.
LIST OF ABBREVIATIONS
��kED A/�c
NICQsyi�t<`
t4,
r
ALL FRAMING LUMBER TO BE DOUGLAS FIR -LARCH #2. PRESSURE
PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE #2.
TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED
NO HOLES ALOWED IN LVLS OR ANY HEADER/GIRDER. NOTCHING AND
BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH
AF&PA WFCM.
DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS. SOLID
BLOCKING UNDER NON LOAD BEARING PARTITIONS.I JOISTS TO
CONFORM TO MANUFACTURERS I NSTRUCTIONS.
JOISTS/RAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES.
SOLID BLOCKING/ SOLID WEB STIFFINERS AT ALL SUPPORTS. DIAPHRAM
BLOCKING AS INDICATED. HAILERS FOR GYPSUM BOARD CEILINGS AS
REQUIRED. FIRE/DRAFTSTOP CHASES AND PORCHS.
LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS
E=2,000,000 psi, Fb= 2800 psi, Fv=285 psi
LVLS TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVLS.
DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER
WITH A MINIMUM OF 2 ROWS OF 16d NAILS 12" O.C., 3 ROWS OF 16d
NAILS 12" O.C. FOR 14"-18" MEMBERS. SEE MANUFACTUTRERS
INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF
SIDE LOADED MULTI -PLY BEAMS.
CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING
HANGERS, AS PER MANUFACTURERS INSTRUCTIONS.
SEE LOAD PATH/SECTION SHEET FOR ADDITIONAL ROOF STRAPS,
HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC.
NAILING SCHEDULE - MS. I AF&PA WFCM REFERENCE
NOT INCLUDING UPLIFT & HOLDOWN CONNECTIONS.
LOCATION Common Nails -
#NAILS NAIL SPACING
ROOF/CEILING:
Telephone: (631) 028-4456. Fax: (631) 928-9543
Email: architect@optonline.net
Roofing Shingles
6
roofing nails per shingle
Structural Sheathing- Interior Zone
Bd
6" o.c edge, 12" o.c. field
Structural Sheathing- 4' Pedmiter Zone
8d
6" ox edge, 12" o.c. field
120 mph - Sheathing- 4' Pertmiter Zone
Bd
6" ox edge, 6" o.c. field
Sheathing @ Flush and Flying gables
8d
W o.c edge, 6" o.c. field
120 mph - @ Flush and Flying gables
8d
4" o.c edge, 4" o.c. field
RafterJrop Plate (toe -nailed)
3-8d
per rafter
Ceiling Jolst/rop Plate (toe -nailed)
3-8d
perjoist
Gelling Joist/Parallel Rafter (face -nailed)
3-16d
each lap if CJ not on top plate
Ceiling Joist Lap at Partition (face -nailed)
3-16d
each lap
Collar Tie to Rafter (face -nailed)
2-10d
per tie 3-1 Od req @ 120 mph zones
Blocking to Rafter (face -nailed)
2-8d
each end
Rim (fascia) to Rafter (end -nailed)
2-16d
each end
Gypsum Board - Ceiling
5d cool
7"c.c, edge, 10"o.c. field
WALL:
Gypsum Board - Wall
5d cool
7"o.c. edge, 10"o.c. field
Structural Sheathing-
8d
6" o.c edge, 12" o.c. field
Top Plate to Top Plate (face -nailed)
2-16d
per foot
Top Plat at intersections (face -nailed)
4-16d
joints -each side
Stud To Stud (face -nailed)
2-16d
24" o.c.
Headers/Girders (face -nailed)
16d 16" o.c. along edges
Top/Bottom Plate to stud (end nail)
16d
per stud
Top/Bottom Plate to stud (toe -nailed)
2-10d
per stud
Bottom Plate to Floor Joist/Rlm
2-16d
per foot
FLOOR:
Structural T&G Subfloor - glued &
8d
6" ox edge, 12" o.c.field.
Joist to Sill/Plate/Girder (toe -nailed)
4-8d
perjoist
Bridging to Joist (toe -nailed)
2.8d
each and
Blocking to Joist (toe -nailed)
2-8d
each end
Blocking to Sill or Top Plate (toe -nailed)
3-16d
each block
Ledger Strip To Beam (face -nailed)
3-16d
each joist
Joist on Ledger To Beam (toe -nailed)
3-Bd
perjoist
Band Joist to Joist (end -nailed)
3-16d
perjoist
Band Joist to Sill/Plate (toe -nailed)
2.16d
perfoot
I -JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUF. INSTRUCTIONS
POWERED NAILERS: USE MANUFACTURERS COMMON NAIL EQUIVALENT
eric Nicosia
in
414 Main Streel,Suite 203, Port Jefferson, N.Y. 11777
Telephone: (631) 028-4456. Fax: (631) 928-9543
Email: architect@optonline.net
1825 MILL PATH ROAD
SOUTHOLD, N.Y.
FIRST FLOOR PLAN
Job#:040170 Scale: 1/8"=1'-0"
A-4
Date: 6/7/04 By: E.N. I Rev:
4
rn
X_ V
10'-0"
m
� � x
0
o / ¢ i
l
_ l j-
10'-4"
WIND BORNE DEBRIS PROTECTION
Areas within hurricane prone regions within one mile of the coastal mean high waterline where
the basic wind speed is 110 miles per hour or greater, or where the basic wind speed is equal to
or greater than 120 miles per hour shall have glazed openings protected from windbome debris.
Glazed opening protection for Wridbome debris shall meet the requirements of the Large Missile
Test of ASTM E 1996 and of ASTM E 1886 referenced therein. Wood structural panels with a
minimum thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening
protection in one- and two-story buildings. Panels shall be precut to cover the glazed openings
with attachment hardware provided. Attachments shall be provided In accordance with Table
R301.2.1.2 or shall be designed to resist the components and cladding loads determined in
accordance with the provisions of the Code
HARDWARE: 2-112"#B SCREWS 16" O.C. (12" O.C. IF PANEL IS OVER 6-0")
SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS
DESIGN #1 -SHUTTERS FOR WOOD FRAME BUILDINGS
9' CLG
/ MASTER BDRM l
r°
2X8 RR 18" 0'C
16' l
2X4 CT OC
2Kefdsta 76' OC
�l
l
15'-6"
DOUBLE CJ
2-2x10
3846
4,-8„
15'-10"
BATH
Y
x4se
PLYWOOD HATCH IN 22"X32" FICkMED OPENING
52'-0"
WITH DOUBLE CJ AND FRAMING HANGERS
3'
v
zeas
AROUND OPENING FOR 30"X45" GLASS VENTING
3048
C
ill
MANUFACTURERS INSTALLATION INSTRUCTIONS,
3046 3046
2.2210
5' 6"
'v
4"
2.2x10
2X8 RR 16'
°0 8
8
0
"'
MASTER EATH
e' cLG
CLOSET 4
8'CLG
to
BEDROOM 2
zM
10'-0"
m
� � x
0
o / ¢ i
l
_ l j-
10'-4"
WIND BORNE DEBRIS PROTECTION
Areas within hurricane prone regions within one mile of the coastal mean high waterline where
the basic wind speed is 110 miles per hour or greater, or where the basic wind speed is equal to
or greater than 120 miles per hour shall have glazed openings protected from windbome debris.
Glazed opening protection for Wridbome debris shall meet the requirements of the Large Missile
Test of ASTM E 1996 and of ASTM E 1886 referenced therein. Wood structural panels with a
minimum thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening
protection in one- and two-story buildings. Panels shall be precut to cover the glazed openings
with attachment hardware provided. Attachments shall be provided In accordance with Table
R301.2.1.2 or shall be designed to resist the components and cladding loads determined in
accordance with the provisions of the Code
HARDWARE: 2-112"#B SCREWS 16" O.C. (12" O.C. IF PANEL IS OVER 6-0")
SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS
DESIGN #1 -SHUTTERS FOR WOOD FRAME BUILDINGS
9' CLG
/ MASTER BDRM l
r°
2X8 RR 18" 0'C
16' l
2X4 CT OC
2Kefdsta 76' OC
�l
l
15'-6"
DOUBLE CJ
2-2x10
3846
4,-8„
15'-10"
BATH
3'-5" 5'-0"
52'-0"
in
4"
3046 3046
2-2x10 6'-0" /4"[
BEDROOM 3 � e e
CLOSET
5'4" 4" 6'4" l
\ \ l
8' CLG
BEDROOM 4 60 8 l
® \ c v c3
13'-2" \ 4" l
2.2x10 l/
5'-0" 7'-11"
3046 3046
- _1 —
4
NICC�tii�s�
•
Y
x4se
PLYWOOD HATCH IN 22"X32" FICkMED OPENING
Email: architect@oplonline.nel
WITH DOUBLE CJ AND FRAMING HANGERS
3'
v
zeas
AROUND OPENING FOR 30"X45" GLASS VENTING
4ee
C
ill
MANUFACTURERS INSTALLATION INSTRUCTIONS,
HALL
8° 3-2X10 FLUSH
8' CLG
CJ HEADER
LOCATIONS
2X8 RR 16'
2x4 CT 16'
2x6 CJ 16 OOPEN
142',
CLG9'-4"
SHELF
3'-5" 5'-0"
52'-0"
in
4"
3046 3046
2-2x10 6'-0" /4"[
BEDROOM 3 � e e
CLOSET
5'4" 4" 6'4" l
\ \ l
8' CLG
BEDROOM 4 60 8 l
® \ c v c3
13'-2" \ 4" l
2.2x10 l/
5'-0" 7'-11"
3046 3046
- _1 —
4
NICC�tii�s�
•
R807 ATTIC ACCESS: WEATHER9TRIPED 3/4"
oKIR-8-071
ATTIC
PLYWOOD HATCH IN 22"X32" FICkMED OPENING
Email: architect@oplonline.nel
WITH DOUBLE CJ AND FRAMING HANGERS
1
DOUBLE ROOF RAFTERS WITH FRAMING HANGERS
�I sKrLT.
AROUND OPENING FOR 30"X45" GLASS VENTING
R308.6
SKYLIGHT INSTALLED IN CONFORMANCE WITH
ill
MANUFACTURERS INSTALLATION INSTRUCTIONS,
DETAILS AND SPECIFICATIONS. GLAZING TO
CONFORM TO REQUIREMENTS FOR HAZARDOUS
LOCATIONS
R308 Glazing at hazardous locations shall have glazing protection in conformance with
R308.In general, glazing in all doors & fixed side panels, Glazings less than 60" above
surfaces of tubs, showers,etc. Glazing with In 24" arc of doors in closed position with sills
less than 60" above floor. Glazings over 9 square feet and less than 1 B" above floor.
Glazing near stainvaystiandings. See compleate text of R308.4 Glazing for specifics on
locations and exceptions.
R308.6 Skylights and sloped glazing shall comply with this section and have fully tempered
glazing.
R309 Garage opening protection and separation required to be as noted and in
conformance with R309 .Garage floor surfaces shall be sloped to facilitate the movement of
liquids to drain toward the main vehicle entry doorway.
R310.1.1 All emergency escape and rescue openings shall have a minimum net clear
opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear opening
width, 44" max sill height
FINAL, INSTALLED STAIRWAYS ,HANDRAILS, GUARDS SHALL BE INSTALLED IN
FULL COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS
NOT RESPONSIBLE FOR THESE INSTALLATIONS.
R314 Stairways shall not be less than 36 inches in clear width at all points above the
permitted handrail height and below the required headroom height. Handrails shall not
project more than 4.5 Inches on either side of the stairway and the minimum clear width of
the stairway at and below the handrail height, including treads and landings, shall not be
less than 31.5 inches where a handrail is installed on one side and 27 Inches where
handrails are provided on both sides. The maximum riser height shall 8.25" and the
minimum tread depth shall be 9" in conformance with R314.2. Minimum headroom 6'-8". All
stairs shall be provided with Illuminatlonin accordance with Section R303.4. Enclosed
accessible space under stairs shall have walls, under stair surface and any soffits protected
on the enclosed side with 1/2 -inch gypsum board.
R315.1 Handrails having minimum and maximum heights of 34 inches and 38 inches,
respectively, measured vertically from the nosing of the treads shall be provided on at least
one side of stairways. All required handrails shall be continuous the full length of the stairs
with two or more risers from a point directly above the top riser of a flight to a point directly
above the lowest riser of the fiight.Ends shall be returned or shall terminate In newel posts
or safety terminals. Handrails adjacent to a wall shall have a space ofnot less than 1.5
inches (38mm)between thewall and the handrail. The handgrip portion of handrails shall
have a circular cross section of 1-1/4 inches minimum to 2-5/8 Inches maximum. Edge
radius of 1/8".
R316.1 Guards are to be minimum 36 inches (914mm) in height. Open sides of stairs with
a total rise of more than 30 Inches above the floor or grade below shall have guards (each
side) not Iess than 34 Inches In height measured vertically from the nosing of the treads.
(Second story guards are recomended to be higher.)
R317.1 Single and multiple -station smoke alarms shall be Installed in each sleeping room,
outside of each separate sleeping area In the immediate vicinity of the bedrooms,on each
additional story of the dwelling, Including basements.The alarm devices shall be
Interconnected in such a manner that the actuation of one alarm will activate all of the
alarms in the Individual unit.The alarn shall be clearly audible In all bedrooms over
background noise levels with all Intervening doors closed. All smoke alarms shall be listed
and installed In accordance with the provisions of this code and the household firewaming
equipment provisions of NFPA72.
R319.1.2 Wall and calling finishes not including trim, door orwindow frames shall have a
flame -spread classification of not greater than 200. Wall and ceiling finishes shall have a
smoke -developed index of not greater than 450.
R322.A vapor retarder shall be Installed on the warn -in -winter side of all Insulation.
R1001.1 Masonry chimneys shall be constructed, anchored,supported and reinforced as
required In this chapter and the applicable provisions of Chapters 3, 4 and 6 with applicable
clearances to combustibles and firestoping.
R807.1 Attic access. An attic access opening shall be provided to attic areas that exceed
30 square feet and have a vertical height of 30 Inches or greater.The rough -framed
opening shall not be less than 22 Inches by30 Inches and shall be located in a hallway or
other readily accessible location. A 30 -inch minimum unobstructed headroom in the attic
space shall be provided at some point above the access opening. See Section M1305.1.3
for access requirements where mechanical equipments located in attics.
R808.1 Combustible Insulation shall be separated a minimum of 3 inches from recessed
lighting fixtures, fanmotors and other heat -producing devices or separated in accordance
with the conditions stipulated in the fixtures listing. Recessed lighting installed in the
building thermal envelope shall meet the requirements of Section N1101.3.
i✓ric Nicosia
AFUM,CT
414 Main Streel,Suite 203, Port Jefferson, N.Y. 11777
Telephone: (631) 928.4456. Fax: (631) 928-9543
Email: architect@oplonline.nel
1525 MILL PATH ROAD
SOUTHOLD, N.Y.
5EGON7 FLOOR PLAN
Job* 040170 Scale: 1/8"=1r-0"
�_�
Date: 6/7/04 By: E.N. Rev:
8.5
USE 20' RAFTER LENGTHS
—in wnnF
SECTION A -A ROOF RAFTERS TO
RAFTERS AT RIDGE
OUTLOOK/FLYING GABLES IF PROVIDED:
NAIL ROOF SHEATHING WITH 8D NAILS 4" O.C.
TO 4'-0" FROM GABLE END. USE HT7/RT7
HOLDOWN AT 2X6 LADDER FRAMING 16" O.C.
BALLOON FRAME ALL GABLE END WALLS
OR BLOCK/BRACE GABLE ENDS T(
CEILING DIAPHRAM
CONNECT RAFTER TO PLATES
AND PLATES TO STUDS WHERE
NOT ALIGINED
WINDOW/DOOR HEADER STRAP
EACH JACK STUD: 1-1/4" X 20 GA
STRAP WITH (4) 8d NAILS EACH Emma
AND USP MP4F OR SIMPSON LTP
PLATE AT SILL TO BAND JOIST.
4-8d COMMON NAILS IN EACH
END OF 1-1/4" X20 Ga. STRAP 16"
O.0 OR 2X4 COLLAR TIES IN
UPPER 1/3 OF ROOF 16" O.C.
ROOF RAFTERS TO STUDS
OR PORCH GIRDER
4-8d COMMON NAILS IN EACH
END OF 1-1/4'X20 Ga. STRAP - OR
- USP RT10 OR SIMPSON LTS16
-NAILS PER MANUFACTURER.
STUDS TO -STUD 3
AT SECOND FLOOR
4-8d COMMON NAILS IN EACH
END OF 1-1/4" X 20 Ga. STRAP.
SIMILAR AT GABLE END WALLS
STUDS TO BAND JOIST
AND FOUNDATION
4-8d COMMON NAILS IN EACH END OF
1-1/4" X 20 Ga. STRAP 16" O.C., WRAP
UNDER SILL OR USE USP MP4F OR
SIMPSON LTP4 PLATE 32" O.C.
5/8" ANCHOR BOLTS 48" O.C. WITH
3"X3" SLOTED SQUARE WASHERS -
USP/SIMPSON LBPS 5/8"
FJ
STRAPING TO BE GALVANIZED ASTM GRADE 33 MIN,
FJ
TYPICAL UPLIFT CONNECTIONS
SCALE: 3/8"=1'-0"
RIDGE CAP SHINGLES ON
CONTINUOUS RIDGE VENT
2X10 RIDGE BOARD
RR M I 11\3" MIN. LAP
TYPICAL CONSTRUCTION ASSEMBLIES
ROOF CONSTRUCTION:
SHINGLES: 6 NAILS PER SHINGLE, ASPHALT ROOFING INSTALLATION IN
CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE
WITH APPROVED UNDERLAYMENT, FLASHINGS, ACCESORIES
SHEATHING: 7/16" APA RATED PLYWOOD, 8d NAILS AS PER NAILING SCHEDULE.
NINUM GUTTER AND LEADERS ON 2X6" FASCIA BOARDS
CONTINUOUS VENTED SOFFITS
—�WALL CONSTRUCTION:
`s
VINYL SIDING ON TYVEK WITH
m JOINT/WINDOW/DOORTAPE ON 7116" APA RATED STRUCTURAL SHEATHING
E. FRAMING ON STUDS 16" O.C. SIDING TO BE INSTALLED IN CONFORMANCE WITH R704.5
`a ANCHORS TO
MIN. LAP t9 LEDGERS rALUCEILING BOARD: 12" MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKLE.
RIM BOARD
iii �, ROOF TO HEADER HOEDOWNS 16" O.C.
Soup _
PB4 HEADER TO COLUMN CAP-
IGUARDS AND APPROVED HANDRAILS- SEE PLAN NOTES
/ PPT DECK/GIRDER/FOUNDATION. SEE PLAN NOTES
ro 1COLUMN BOLTEDTHRU DECK JOIST
314" T80 PLYWOOD
suBFLOOR, GLUE \ 12X4 HOEDOWN CLEAT 16" O.C.
AND NAIL
BOLTED CONNECTION - SEE PLAN NOTES
—STOLID RIM i ARo g Mm I COLUMN BASEMOLDOWN: SIMPSON P94
BLOCKING TO 12" ANCHOR BOLT
SILL CONSTRUCTION: 2X6 PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEAT
ON TERMITE SHIELD ANCHOR BOLTS AND HOLDOWNS PER FOUNDATION PLAN.
POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS, KEYED FOOTINGS
BEARING ON UNDISTURBED SOIL. SEE FOUNDATION PLAN FOR WALLIFOOTING
SIZES AND REBAR/ANCHOR BOLT INFORMATION
DAMPROOFING OR WATERPROOFING AS REQUIRED BY R406.
DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS.
TYPICAL CONSTRUCTION SECTION 4" P.C. SLAB. OPTIONAL VAPOR RETARDER ON COMPACTED SAND
HVAC Equipment: Installed in conformance with Section 503, Boiler. 82 AFUE MIN
Air Leakage: 502.1.4Joints, penetrations, and all other such openings In the building
envelope that are sources of air leakage must be sealed as specified in 502.1.4.2.
Recessed lights must be Type IC rated and installed with no penetrations sealed or
Basketed to prevent air leakageinto the un-conditiond space.Vapor Retarder to be
on the warm -in -winter side of allnon-vented cellings,walls & floors.1.0 pens max.
Materials Identification: Matedals and equipment must be Identified so that compliance
can be determined and must be Installed In accordance with the manufacturer's
Installation Instructions and code. Duct Insulation to conform withSection 503
Fireplaces must be Installed with fight fitting non-combustible fireplace doors
and must be provided with a source of combustion air, as required by the building
code Service Water Heating to be Installed in conformance with Section 504. Insulate
circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping
Insulation to conform with Section 503.
0='&1) 4 !ki=tel
ILI 10100094'
f eric Nicosia
ARCHITECT
414 Main Street,Suite 203, Port Jefferson, N.Y. 11777
Telephone: (631) 928.4456. Fax: (631) 928-9543
Email: architect@optonline.net
1525 MILL PATH ROAD
SOUTHOLD, N.Y.
5E0TI0N/RI5ER/ENERGY
Job#: 040170 I Scale: 1/8"=1IA-6]
Date: 617/04 By: E.N. I Rev:
ENERGY REPORT:
Compliance Is determined by use of The USDOE software approved by the secretary of
VENTING TO BE IN CONFORMANCE
state. The general provisions of the New York State Energy Conservation Construction
WITH CHAPTER 31 -VENTS 3" MIN. VENTS THRU ROOF
Code, Chapter 5, Sections 502,503,504 and 505, shall be met.
1•-1 5"MECcheck
1e--1.5"
Compliance Report
Construction Code
New York State Energy Conservation
WC
MECcheck Software Version 3.5 Release 1 a
COUNTY Suffolk, HDD:5750, TYPE: Detached 1 Family, HEATING:Non-Electric
HOWER
��HOWER
COMPLIANCE: Passes
TUB
Maximum UA= 447
Project UA = 322 Gross Glazing
4 FIXTURE BATH SHOWER BATH
5.6% Better Than Code Area or Cavity Cont. or Door
5 FIXTURE UNITS 5 FIXTURE UNITS
Perimeter R -Value R -Value U -Factor UA
Ceiling 1: Flat Ceiling. 1280 30.0 0.0 42
1F1,5" !_1.5" 1.5"
Ceiling 2: Cathedral Ceiling 80 19.0 0.0 13
0.420 3
WC 1.25' " �"
DWWASHER
Skylight: Wd Frame, Dbl Pane 7
Wall 1: Wood Frame, 16" o.c. 2596 13.0 0.0 151
Window 1: Andersen Low E 308 0.340 82
STANDPIPE
�22
Door 1: Andersen Low E 40 0.340 13
LAV NK
.5 1 5" 3 2"
Door 2: Solid-, partial glazing 55 0.220 6
3"
Floor 1: Wood Joists 1290 19.0 0.0 65
3" 1/2 BATH KITCHEN WASHER
Boiler 1: 82AFUE
4 FIXTURE UNITS 3 FIXTURE UNITS 1 FUCNRE UNITS FRESH
COMPLIANCE STATEMENT: The proposed building represented in this document is
AIR IN
consistent with the building plans, specifications, and other calculations submitted with
3" WASTE 4" HOUSE DRAIN
this permit application.The proposed systems have been designed to meet the
—
New York State Energy Conservation Construction Code requirements.
CLEAN OUTS AS REQUIRED HOUSE TRAP
BY SECTION P30052
ARCHITECTS SEAL, SIGNATURE AND DATE IN TITLE BLOCK
12" APPROVED COPPER 4" CAST IRON SLOPED TO
SUPPLY LINES APPROVED SANITARY SYSTEM
ENERGY NOTES:
PLUMBING RISER DIAGRAM
Ceiling l: Flat Ceiling R-30.0 cavity Insulation. Ventilation baffles.
Ceiling 2: Cathedral Calling, R-19.0 cavity insulation. Ventilation baffles.
SCHEMATIC - NO SCALE
Well 1: Wood Frame, 16" o.c., R-13.0 cavity insulation
Windows: U -tactor. 0.340: Andersen - Low E Glazing.
Skylights: Wood Frame, Double Pane, U -factor. 0.420
Door 1: Glass, U -factor. 0.340:Andersen Dr.
Door 2: Solid, U -factor. 0.220: Steel/Flberglass.Dr
Floors: Floor 1:Wood Joist, Over Unconditioned Space, R-19.0 cavity Insulation
4-8d COMMON NAILS IN EACH
END OF 1-1/4'X20 Ga. STRAP - OR
- USP RT10 OR SIMPSON LTS16
-NAILS PER MANUFACTURER.
STUDS TO -STUD 3
AT SECOND FLOOR
4-8d COMMON NAILS IN EACH
END OF 1-1/4" X 20 Ga. STRAP.
SIMILAR AT GABLE END WALLS
STUDS TO BAND JOIST
AND FOUNDATION
4-8d COMMON NAILS IN EACH END OF
1-1/4" X 20 Ga. STRAP 16" O.C., WRAP
UNDER SILL OR USE USP MP4F OR
SIMPSON LTP4 PLATE 32" O.C.
5/8" ANCHOR BOLTS 48" O.C. WITH
3"X3" SLOTED SQUARE WASHERS -
USP/SIMPSON LBPS 5/8"
FJ
STRAPING TO BE GALVANIZED ASTM GRADE 33 MIN,
FJ
TYPICAL UPLIFT CONNECTIONS
SCALE: 3/8"=1'-0"
RIDGE CAP SHINGLES ON
CONTINUOUS RIDGE VENT
2X10 RIDGE BOARD
RR M I 11\3" MIN. LAP
TYPICAL CONSTRUCTION ASSEMBLIES
ROOF CONSTRUCTION:
SHINGLES: 6 NAILS PER SHINGLE, ASPHALT ROOFING INSTALLATION IN
CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE
WITH APPROVED UNDERLAYMENT, FLASHINGS, ACCESORIES
SHEATHING: 7/16" APA RATED PLYWOOD, 8d NAILS AS PER NAILING SCHEDULE.
NINUM GUTTER AND LEADERS ON 2X6" FASCIA BOARDS
CONTINUOUS VENTED SOFFITS
—�WALL CONSTRUCTION:
`s
VINYL SIDING ON TYVEK WITH
m JOINT/WINDOW/DOORTAPE ON 7116" APA RATED STRUCTURAL SHEATHING
E. FRAMING ON STUDS 16" O.C. SIDING TO BE INSTALLED IN CONFORMANCE WITH R704.5
`a ANCHORS TO
MIN. LAP t9 LEDGERS rALUCEILING BOARD: 12" MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKLE.
RIM BOARD
iii �, ROOF TO HEADER HOEDOWNS 16" O.C.
Soup _
PB4 HEADER TO COLUMN CAP-
IGUARDS AND APPROVED HANDRAILS- SEE PLAN NOTES
/ PPT DECK/GIRDER/FOUNDATION. SEE PLAN NOTES
ro 1COLUMN BOLTEDTHRU DECK JOIST
314" T80 PLYWOOD
suBFLOOR, GLUE \ 12X4 HOEDOWN CLEAT 16" O.C.
AND NAIL
BOLTED CONNECTION - SEE PLAN NOTES
—STOLID RIM i ARo g Mm I COLUMN BASEMOLDOWN: SIMPSON P94
BLOCKING TO 12" ANCHOR BOLT
SILL CONSTRUCTION: 2X6 PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEAT
ON TERMITE SHIELD ANCHOR BOLTS AND HOLDOWNS PER FOUNDATION PLAN.
POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS, KEYED FOOTINGS
BEARING ON UNDISTURBED SOIL. SEE FOUNDATION PLAN FOR WALLIFOOTING
SIZES AND REBAR/ANCHOR BOLT INFORMATION
DAMPROOFING OR WATERPROOFING AS REQUIRED BY R406.
DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS.
TYPICAL CONSTRUCTION SECTION 4" P.C. SLAB. OPTIONAL VAPOR RETARDER ON COMPACTED SAND
HVAC Equipment: Installed in conformance with Section 503, Boiler. 82 AFUE MIN
Air Leakage: 502.1.4Joints, penetrations, and all other such openings In the building
envelope that are sources of air leakage must be sealed as specified in 502.1.4.2.
Recessed lights must be Type IC rated and installed with no penetrations sealed or
Basketed to prevent air leakageinto the un-conditiond space.Vapor Retarder to be
on the warm -in -winter side of allnon-vented cellings,walls & floors.1.0 pens max.
Materials Identification: Matedals and equipment must be Identified so that compliance
can be determined and must be Installed In accordance with the manufacturer's
Installation Instructions and code. Duct Insulation to conform withSection 503
Fireplaces must be Installed with fight fitting non-combustible fireplace doors
and must be provided with a source of combustion air, as required by the building
code Service Water Heating to be Installed in conformance with Section 504. Insulate
circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping
Insulation to conform with Section 503.
0='&1) 4 !ki=tel
ILI 10100094'
f eric Nicosia
ARCHITECT
414 Main Street,Suite 203, Port Jefferson, N.Y. 11777
Telephone: (631) 928.4456. Fax: (631) 928-9543
Email: architect@optonline.net
1525 MILL PATH ROAD
SOUTHOLD, N.Y.
5E0TI0N/RI5ER/ENERGY
Job#: 040170 I Scale: 1/8"=1IA-6]
Date: 617/04 By: E.N. I Rev:
10'-4"
52'-0"
10'-6" 4".. 2'-0"_..4" 5'-0"
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4" '-3" V-3" I BATH
8'CLG Up
CLOSET 4 0f�8 � � OJ �i SKYLT.
BEDROOM 2 i NI R308.6
M 26W N A _ F
12'-10"
\8
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2X8 RR 16" O.0
2X4 CT 16" OC
A iAo 16'aC
15'-6"
DOUBLE CJ
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52'-0"
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--II 3048 3046 —1I
4" '-3" V-3" I BATH
8'CLG Up
CLOSET 4 0f�8 � � OJ �i SKYLT.
BEDROOM 2 i NI R308.6
M 26W N A _ F
12'-10"
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2X4 CT 16" OC
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15'-6"
DOUBLE CJ
2 2x10 —
3846
2'-0" 4'-8"
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2666 14ea
cc 12'-10"
® 3-2X10 FLUSH. HALL
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3046 3046
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2x8 RR 16" O.0
2X4 CT 16" OC _
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DOUBLE ROOF RAFTERS WITH FRAMING HANGERS
Job#:040170 Scale: 1/8"=1'-0"
Z
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SKYLIGHT INSTALLED IN CONFORMANCE WITH
:o
MANUFACTURERS INSTALLATION INSTRUCTIONS,
DETAILS AND SPECIFICATIONS. GLAZING TO
M
LOCATIONS
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o `too
9' CLG
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4"
9'-4" \ 4"
2' 0" 4"
SHELF \
—
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-2-200
7
15'-10" 10'-0"
41'-8"
52'-0"
WINDOWS SHOWN PROVIDE MORE THAN 8% LIGHT & 4 %VENTILATION FOR ROOMS IN CONFORMANCE WITH
REQUIREMENTS OFR303.1
WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING. VERIFY ALL QUANTITIES,
ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWS/DOORS AND BEFORE
FRAMING OPENINGS. MINIMUM DESIGN PRESSURE FOR WINDOWS AND MULLIONS = DP30
EXTERIOR DOOR ASSEMBLIES TO HAVE A MINIMUM DESIGN PRESSURE RATING = DP30.
WIND BORNE DEBRIS PROTECTION
Areas within hurricane prone regions within one mile of the coastal mean high water line where
the basic wind speed is 110 miles per hour or greater, or where the basic wind speed Is equal to
or greater than 120 miles per hour shall have glazed openings protected from windbome debris.
Glazed opening protection for windbome debris shall meet the requirements of the Large Missile
Test of ASTM E 1996 and of ASTM E 1886 referenced therein.
1609.1.4 - EXCEPTION - for use of plywood panels as follows
Wood structural panels with a minimum thickness of 7/16 Inch and a maximum span of 8 feet
shall be permitted for opening protection in one- and two-story buildings. Panels shall be precut
to cover the glazed openings with attachment hardware provided. Attachments shall be provided
in accordance with Table R301.2.1 2 or shall be designed to resist the components and cladding
loads determined In accordance with the provisions of the Code
HARDWARE: 2-12" #8 SCREWS 16" O.C. (12" O.C. IF PANEL IS OVER 6'-0")
SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS
DESIGN#1-SHUTTERS FOR WOOD FRAME BUILDINGS
T-1 Y'
CLOSET
5'-4" 4" 6'-4"
'8' CLG
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BEDROOM 4 ° ° o
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2-2x10 4"
3046 3046
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R807 ATTIC ACCESS: WEATHERSTRIPED 3W'
Arrlc
PLYWOOD HATCH IN 22"X32" FRAMED OPENING
L
WITH DOUBLE CJ AND FRAMING HANGERS
1
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DOUBLE ROOF RAFTERS WITH FRAMING HANGERS
Job#:040170 Scale: 1/8"=1'-0"
AROUND OPENING FOR 30"X45" GLASS VENTING
I R308.8
SKYLIGHT INSTALLED IN CONFORMANCE WITH
I
MANUFACTURERS INSTALLATION INSTRUCTIONS,
DETAILS AND SPECIFICATIONS. GLAZING TO
CONFORM TO REQUIREMENTS FOR HAZARDOUS
LOCATIONS
PLAN REFERENCE NOTES
R308 Glazing at hazardous locations shall have glazing protection In conformance with
R308.In general, glazing in all doors & fixed side panels, Glazings less than 60" above
surfaces of tubs, showers,etc. Glazing with in 24" arc of doors in closed position with silts
less than 60" above floor. Glazings over 9 square feet and less than 18" above floor.
Glazing near stairways/lani ings. See compieate text of R308.4 Glazing for specifics on
locations and exceptions.
R308.6 Skylights and sloped glazing shall comply with this section and have fully tempered
glazing.
R309 Garage opening protection and separation required to be as noted and In
conformance with R309 .Garage floor surfaces shall be sloped to facilitate the movement of
liquids to dram toward the main vehicle entry doorway.
R310.1.1 AN emergency escape and rescue openings shall have a minimum net clear
opening of 5.7 square feet. 24" minimum dear opening height, 20" minimum clear opening
width, 44" max sill height.
FINAL, INSTALLED STAIRWAYS ,HANDRAILS, GUARDS SHALL BE INSTALLED IN
FULL COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS
NOT RESPONSIBLE FOR THESE INSTALLATIONS.
R314 Stairways shall not be less than 36 Inches in dear width at all points above the
permitted handrail height and below the required headroom height. Handrails shall not
project more than 4.5 Inches on either side of the stairway and the minimum dearwidth of
the stairway at and below the handrail height, including treads and landings, shall not be
less than 31.5 Inches where a handrail Is installed on one side and 27 inches where
handrdOs are provided on both sides. The maximum riser height shell 8.25" and the
minimum tread depth shall be 9" In conformance with R314.2. Minimum headroom 6-8". All
stairs shall be provided with Illuminationin accordance with Section R303.4. Enclosed
accessible space under stairs shall have walls, under stair surface and any soffits protected
on the enclosed side with 1/2 -inch gypsum board.
R315.1 Handrails having minimum and maximum heights of 34 Inches and 38 Inches,
respectively, measured vertically from the nosing of the treads shell be provided on at least
one side of stairways. All required handralls shall be continuous the full length of the stairs
with two or more risers from a point directly above the top riser of a flight to a point directly
above the lowest riser of the flighLEnds shall be returned or shall terminate in newel posts
or safety terminals. Handrails adjacent to a wall shall have a space ofnot less than 1.5
inches (38mm)between thewall and the handrail. The handgrip portion of handrails shall
have a circular cross section of 1-1/4 inches minimum to 2-5/8 Inches maximum. Edge
radius of 1/8".
R316.1 Guards are to be minimum 36 inches (914mm) In height Open sides of stairs with
a total rise of more then 30 Inches above the floor or grade below shell have guards (each
side) not less than 34 inches in height measured vertically from the nosing of the treads.
(Second story guards are recomended to be higher.)
R317ASingle and multiple -station smoke alarms shall be Installed in each sleeping room,
outside of each separate sleeping area in the Immediate vicinity of the bedrooms,on each
additional story of the dwelling, Including basements.The alarm devices shall be
Interconnected in such a manner that the actuation of one alarm will activate all of the
alarms in the individual unit.The alarm shall be clearly audible In all bedrooms over
background noise levels with all intervening doors closed. All smoke alarms shall be listed
and installed In accordance with the provisions of this code and the household firewaming
equipment provisions of NFPA72.
R319.1.2 Wall and ceiling finishes not including trim, door or window frames shall have a
flame -spread classification of not greater than 200. Wall and ceiling finishes shall have a
smoke -developed index of not greater than 450.
R322.A vapor retarder shall be installed on the wane -in -winter side of all Insulation.
R1001.1 Masonry chimneys shall be constructed, anchored,supported and reinforced as
required in this chapter and the applicable provisions of Chapters 3, 4 and 6 with applicable
clearances to combustibles and flrestoping.
R807.1 Attic access. An attic access opening shall be provided to attic areas that exceed
30 square feet and have a vertical height of 30 inches or greater.The rough -framed
opening shall not be less then 22 inches by30 Inches and shall be located In a hallway or
other readily accessible location. A 30 -Inch minimum unobstructed headroom in the attic
space shall be provided at some point above the access opening. See Section M1305.1.3
for access requirements where mechanical equipmentis located in attics,
R808.1 Combustible insulation shall be separated a minimum of 3 inches from recessed
lighting fixtures, fanmotors and other heat -producing devices or separated in accordance
with the conditions stipulated In the fixtures listing. Recessed lighting Installed in the
building thermal envelope shall meet the requirements of Section N1101.3.
Brie Nicosia
WHITEGT
414 Main Slreet,Suite 203, Port Jefferson, N.Y. 11777
Telephone: (631) 928-4456. Fax: (631) 928.9543
' Email: architect®optonline.net
1825 MILL PATH ROAD
SOUTHOLD, N.Y.
5EGOND FLOOR PLAN
Job#:040170 Scale: 1/8"=1'-0"
—5
Date: 7/25/04 By: E.N. ReV:A