HomeMy WebLinkAbout29919-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-30335 Date: 08/06/04
THIS CERTIFIES that the building ALTERATION
Location of Property: 1485 HOBART RD SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No_ 473889 Section 64 Block 2 Lot 12
Subdivision Filed Map No_ Lot No_
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 10, 2003 pursuant to which
Building Permit No. 29919-Z dated DECEMBER 8, 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 ALTERATIONS TO NON-HABITABLE ATTIC AREA IN EXISTING SINGLE FAMILY
DWELLING AS APPLIED FOR_
The certificate is issued to ALFRED J TERP
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO_ 2011581 07/27/04
PLUMBERS CERTIFICATION DATED N/A
i
y th rized Signature
Rev. 1/81
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. 29919 Z Date DECEMBER 8 , 2003
Permission is hereby granted to :
ALFRED J TERP
PO BOX 325
CUTCHOGUE,NY 11935
for
ALTERATIONS TO AN EXISTING NON-HABITABLE ATTIC AS APPLIED FOR
at premises located at 1485 HOBART RD SOUTHOLD
County Tax Map No. 473889 Section 064 Block 0002 Lot No. 012
pursuant to application dated NOVEMBER 10 , 2003 and approved by the
Building Inspector to expire on JUNE 8 , 2005 .
Fee $ 150 . 00
-----
ORIGINAL
Rev. 5/8/02
rp Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT j
TONTVN HAI L r
765-1802 f
J
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building D tho-601 pi
A For new building or new use:
1. Final survey of property with accurate location of all buildings,property ImF �.treets undstial ilatf H,
topographic features. -'t% '; _ rL R
2. Final Approval from Health Dept_of coater supply and sewerage-disposal(S Lforin
3. Approval of electrical installation from Board of Fire Underwriters. I E `
4. Sworn statement from plumber certifying that the solder used in system conaiins `"i �lQjlea
5. Commercial building, industrial building, multiple residences and similar ba ions, a tett ficate
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:
L Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$'_5.00,
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- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Conunercial$15.00
Date. 113 rJ�d y
New Construction: Old or Pre-existing Building:_�_(check one)
Location of Property: / y 1 3 4 r T 9,D 5 Q U T4f 6"-2
House No.�nt Street Hamlet
/�r�
Owner or Owners of Property: -�r rL a D J —T^r RP
Suffolk County Tax Map No 1000, Section (c q Block_ Z- Lot / 2-
Subdivision
ZSubdivision Filed Map. Lot:
Permit No. a 9 q-J 5 Z Date of Permit. applicant: A . A f�
Health Dept. Approval: Underwriters Approval:
Planning Board_approval:
Request for: Temporary Certificate _Final Certificate: � (check one)
Fez Submitted: $ c1 f.
o-0
A licant Si ature!
`c l 34 335
A
rJ�cPr�rJ�rJ�rJrJ�rlc�lr�rJ�rJ�r��J�rJ�rrJr��PrPa Onno-n���rJ1 rarJ�Pr r�r�frJ�rJ�frJ� �
BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREC5
S TY
40 FULTTON STREET F C
NEW YORK, NY 10038 5
5 CERTIFIES THAT
5 Upon the application of upon premises owned by
illv] SHAW 5 LANDSCAPE1 00 9T ST # 4LIGHTING ALFRED TERP
11485 HOBART RD.
GREENPORT, NY 11944 SOUTHOLD, NY 11971
r Located at 1485 HOBART RD. SOUTHOLD, NY 11971
Application Number: 2011581 Certificate Number: 2011581
5 Section: Block: Lot: Building Permit: BDC: nsll 5
5
LSDescribed as a Residential0-599square ft. occupancy, wherein the premises electrical system consisting of rj
A electrical devices and wiring, described below, located in/on the premises at: 5
5 -attic, 5
5� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
LSU herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5
27th July, 2004.
5 :Name OTY Rate Ranw Circuit Type 5
C Miscellaneous
I� PEW,1IT#299199-Z
5 Appliances and accessories 5
E:dtaust Fan 1 0 F.H.P.
5 Wiring and Devices 5
Outlet i 0 Fixture C
5 Fixture 1 0 Incandescent 5
Outlet 4 0 General Purpose 5
5 Switch 2 0 General Purpose
S Receptacle 1 0 General Purpose
J
5 5
5
sea;
5 1 of 1 5
55 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
[] rJ�cP CPc fr �cPr�rJ@fa[ a a C I�rJrJfflfflfflrPLpLfflr prrI[PrPCi ::i JrJ�r I it I�JCJrI i:!ii PrJ�cPrJ�rJ�rl�rf�cPrJ�rJrJ�r�rJ�c fC l�rJ�CJ�rJ�r� o
h
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER
STREET � VILLAGE DISTRICT SUB, LOT �
f
.. y
1
FORMER OWNER N E ACREAGE
°
i{ S W TYPE OF BUILDING 7�/
-S r� ,:: !� �' �, lt. ;.a d'r;✓ ax. dei/ r
RES. Z SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value
LAND IMP. p / TOTAL DATE REMARKS
`� Lf ` C.e F' .S'n' id t`a /' /,¢ir, ° f,F /°�!�/'�'� � d :• l
o ��� .. a ° . % , ,:, .,, f i r lireN
U
sacs S fr(cOQ / z_ Y/ 6Z —
8o o a a
?&110 �'5 0 0 S 3 'r I J FRONTAGE ON WATER
Farm Acre Value Per Acre Value FRONTAGE ON ROAD
ra 7 5
Tillable 1 BULKHEAD
Tillable 2 DOCK
Tillable. 3
r
Woodland —
Swampland.
rushland
-louse Plot
Tota s^
u
i
Ingpff
15�
— T
�- �> 1, -
I I II ITT
M. Bldg. 2 f CJ S as a R,! e, j Foundation I C Bath
xterkslo'n / Basement Floors
xYesl �( / -- 13 S � Q-- �• Ext. Walls — •�� / Interior Finish
=xtension Fire Pilate _ /f/P Heat
Porch Roof Type
Porch Rooms 1st Floor
io Rooms
Sar ay o — DriveWay Dormer
2nd Floor _ p
B.
77-2.N. V".) ?'-
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDAT N IST [ ] ROUGH PLBG.
[ ] FOUATION 2ND [ ] INSULATION
[ AMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
I
REMARKS:
lJ/
1
DATE �/ - INSPECTO
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS TION
[ ] FRAMING [ INAL
I
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
i 4
REMARKS•
DATE INSPECTOR
I
1
s
MELDINgrWnONREPORT' I DATE comm 5
.b .
FOUNDATION(1ST) ^y
G
FOUNDATION CMD)
_ - z
ROUGH irReMnvG& _ —
YLiTM811HG
IN&ULATION PER N.Y_ �l
STATE ENE&GY CODE, �7
FZZ&L
ADDMON L COBS }
.n m
s
• y
0
_ I
x
v
TOWN OF SOUTHOLD BUILDING PERb1IT APPLICATION CHECKLIST
BUILDING DEPARK NIENT Do you have or need the folloNNring,before apply ng^.
TOWN ILALL - Board of Health__--
SOUTHOLD,NY 11971 3 sets of Building Plans____
TEL: (631) 765-1802 Planning Board approval
F-AX: (631) 765-9502Cj I�� Sun ey -----
www. northfork.net/Southold/ PERTNHT NO. -1 Check ---_
Septic Form_-- _
N.Y.S.D.E.C: —___
Trustee; ____
Examined /Z , �0 Contact:
r/ Mail to:
APProt"ed_ Y— ,20_ --
Disapproved a c _
Phone:
Expiration-- —,20�'� _
ZBuil ng spector
APPLICATION FOR BUILDING PERART
Date // / , 20 63
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 street; 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.
L 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 15 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 1\1_aDE to the Building Departe int for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New ork, and other applicable Laws. Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for rennoval 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.
(Signature of applicant or name,if a corporation)
(Mailing address of app icant�i ) --:
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
4 ez,�l��fio`1` ---- ---- --
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-
t. Location of and on w proposed work will be done:
House Number Street Hamlet n
County Tax flap No. 1000 Section Block
Subdivision ruwd Plc e-c /w Filed Map No.
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a_ Existing use and occupancy ON'C i p
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building_ Addition Alteration
Repair Removal _Demolition_ Other Work_
(Description)
4. Estimated Cost �4060 Fee
I (To be paid on filing this application)
5. If dwelling, number of dwelling tmits_yNmnber of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use_
7. Dimensions of existing structures, if any: Front 9.2 - ? Rear St Depth 25- Y _
Height 2,a Number of Stories /0 0
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front �],� Rear hf� Depth /J U
10. Date of Purchase / 92 ri Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YESNo
—
_
13. Will lot be re-graded° YES NO Fill excess fill be removed from premises? YES/`'PNC/0
14_ Names of Owner of premises 6 C TI t . Address 1/e,6oWt ,Qa[ Phone No. _
Nance of Architect Address Phone No
Name of Contractor t`Gl c CSCq r Address A,A* 3CY ei(r4*-A Phone No. 32. 3
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 MAYBE 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, 'kvith accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF
/f )
✓I<</f/m d / `� r1r�}� being duly sworn, deposes and says that(s)he is the applicant
I (Name of individual signing contract) above named,
_
(S)He is the CSN1A.4r-f 4
li (Contractor, Agent, Corporate Officer, etc.)
i, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
G that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
petfonned in the manner set forth in the application filed therewith.
Swou3 Yo before me this I
dao 'p_ 3
E
t; u
BONNary Pubtic P_ Si_ ture of Applican
DONOS
Notary Public,J.State of Ne IB YA
No.01D0609532S,SaNp� rq
Term ExpiresJuly 7,2Q
� � f
Loi ,
,j
,544
SURVEL/Y F
LOT 1/
® �' Foas w
of �'
- SUBDIVISION MAP OF
O
10" `'oi "FOUNDERS ES TA TES
s C► FIL ••
4 5� �m ED MAY 10, 1927 FM E Aro. 884
4 � 1''
00� ,Z 235 `"' A T SOUTHOLD
14 6� F PoPI. �� ��� F ri / TOWN OF SOUTHOLD
`' SUFFOLK COUNTY, N. Y.
r z�s 1000 - 64 - 02 - 12
O i0 O j / Lb
r n � t¢ ,5 jos Scale 1" = 30'
Feb. 5, 1991
3 J£yP� 00
Q 6 Dg
i
CERTFFiEO To,
® COA04ONWEAL7I1 LAND TITLE
` INSURANCE OMPANY
L1 Z 1064 bo CENTER BANK MORTGAGE' CO.
J
J
�P1�,of ,vFbyA
n �
4 _ 000 Prepared in accordance with the minimum LIC No. 49818
standards for title arorvOYS as estabiMad / a
by the L.I.A.L,& enolved and adopted
for ouch use by Ttm cx York State Load 016, 41 7
Title Assowatjda 0 B
MAN ROAD
SOUMOLD N Y. 11971
I'S rt +w.�
Al 4
WPM"
r" x
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............. ._. _,.. ... . . _ . ...,___.._._ _.._...,.—._.,.._� .__._� � . w . ... _._...._._.. —. .
666p IF'
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a
S ] lJCTkJFtAt VIIQO[3'PAt11Ei S )~bf V>7 WPC OMWE QEB.RIC AFR)tECT ION ,
_ FOR WALL OPENING-PROTECTION OFI2G T IPP 38LOONO WND GUSTS
(PAAMMUM MEAN RODE�flGH7;'u;
MULTIPLESECTION ASSEMBLY: 114"
I f a � Tr##CK 801-1'S @ 2•QC
I e
t Ir
?S9lJT:%R ASSEMBLY
"N T'8- .
WIDE%PAN '
TABLS41I09.1.4
23!32 APA SPAN-HATED 4.8/.24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4")
- itSE=AC GRADE Wf 2-COATS:) ,'ETEAI0R PANT 2-SIOE8t,4 EDGES.
`L�EL-ACCORNNG:TSJ I C3CA f10N,
ASS048LY:
74TTACHfNG:STRUCTURAL PANEL: FASTEN TO BUILDING wl#80" (wl WASHERS) GALVINIZED OR
STAINLESS STEEL WOOLI SCkEW @ 16"O.C. OR BETTER
ALTERNATIVE FASTNE.R FOR SHUTTER TO BUILDING:
#.10TEE NUTS'ATTACHED TO BLDG.w!#lDx 1 Y2" (W1 WASHERS)MACHINE BOLT @ 12"O.C.
WHE12E SCREWS ATTACH TO MASONRY OR MASONRY.STUCCO,THEY SHALL BE ATTACHED
UTILIZING VIBRATION RESISTANTANCHORS HAIVING A MINIMUM WiTHDRAWL CAPACITY OF 490 lbs.
KUTTER ASSEMBLY
00R-PANEL SPANS:,V-V- >R-WIDER SPAN
SPECIFICATIONS_AND'ASSEMBLY`4DENTCAL TOO c 4'-0"SPAN.
kOTE ADDITIONS:
2i 4 STRONG-BACKS Q.24"OC
ASSEMBLY:
1).PREASSEM'0LE PLYVVOOD TO 2x4'S #]0x3"(WASHERS)GALVINIZED OR STAINLESS STEEL
WOO(3.SCREwQ 12"O.C:
ACTERNATIVPpF;t7t�' tSF+EAJIF PFtC3TEL T IC#Pr
GDb STRUCTU RAL PAN EI-S WIN A Mwl L4WJP30EBa']F 7115"AND UAYJV,U U PAN'a L SPAR_G_F 8'-C' -
iSRRLl @'etPEHMITIED F�R'L1PEN1N4?PR[?7E C"fIQN-NDN ANC TXY S?7R`/BULDINGB. PANELS
'Alif,48 fljEC117.TDCDyrR 01,7M DFELIGS19IITRAT'ACHMENT HARDL2 ARE PR OVIDED._
(REFER-10 SEG'RO .?W i 4R4D YWP.B-9 AND TABLE
- 'TABLE 16a9.1A..
YdMDBk7R'4; ESRIS PRCTECTWPASTENIIIGScmmutE FDH WOOD STRUC_Tj ALFANEIS
• .` ...EASTENER SP. IN_D ANCHE51
PANEL SPAN>; - L4"c PANEL. +-PANEL I•J-U' PA14 EL AV®r
7-0 _ ANt4g SPAN t g.pP SPAN e 6-0" �
y,s
-'
- - i 2 1ft' 'wWOI]D SERe't -'V. '16 12 a
9('� SB]NQOD 6LREW5 - i8 1$ 1. 12411.
_A-. 1}II&T�iB LE 1S BASED ON A SAFJ7MUM?WRiD&PFEfT[38E4T7HD GUSIZOF 7�4dP,H AND A�1 FaN.ROUF � }r
� • I9_.F14STEHEkS_SHALL BE INSTALLED ATA]PPOSFNr EN6r OF THEWOOD 57RUC7URF1_L PANEL /v
.C:.WHER6 CREWSARE ATTACHD EtO Nt45pNRYOR MASONRY/STUCCO,THEYSR4LLBF � � v'�
- �d7TACHED
—_UT-....ITIRO VSRAIWN-RE815TAAT ARCHC'RSHAVINOAMIMMUMWITHDRAIA}L -
r_ _
o�Ir�
PROPOSED ADDITION
APPR^O/ ED AS NOTED
I
I * FOR THE DATE' '7 B.P.# T-alcai�
Ph:-" 1JI = ,! EPARTMENT AT
U
TERP RESIDENCE 'S3 SAM „ D4
PM FOR THE
FOLD ", JO IN TIONS:
` 1. F: ..,._ '\- :i7 9EOUIRED
r FORp POUHc
T N 3. INSULAT�, r'I ^PING
'V
■
! 4. FINAL I_ "�PUCTI"^ "� °T
. N. •� ra�.. ' � 1 485 HOBART ROAD BE cull � .
1 ALL CONSTRU-1 CIN ShHI ',IET THE
B O X 64 REOUIREMLNTS OF THE CO SIOF NEW
YORK STA;6. NOT HR;PGNSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS,
116DO1 SOUTHOLD , NY 11970
N.
{ COMPLY WITH ALL CODES OF
i
NEW YORK STATE & TOWN CODES
AS BE()[JIRrnANnrl NDITIONS OF
tit dens SOU'HOLD INNZBA
a91LiZQ SOUTHOLD WN PLANNING BOARD
a SII SOUTHOLD WN TRUSTEES
Nk- !III N.Y.S.DEC
,
ALL CONSTR CTION SHALL
LOCATION M A P MEET THE EMENTSOFTHE
CODES OF FNE NE YORK STATE.
OCCU ANCY OR
® 11SE I . UNCAWFUL
JT ERTIFICATE
'UPANCY
INDEX
i
1 of 5 TITLE SHEET
2 of 5 FLOOR PLAN & ELEVATIONS 7 ;
3 of 5 SECTION, FOUND., DETAILS
4 of 5 CODE COMPLIANCE
ONE ,
4 of 5 CODE COMPLIANCE Con1r- ti -ITHCHAPTER"46"
FLO, 1 L .V,, ;F 'REVENTION
SOUTH''iL� IU'ti . E.
EXISTING FRONT VIEW
CERTIFICATION OF
NAILING & CONNECTIONS
TOWN OF SOUTHOLD REQUIRED.
USE RESIDENCY
OCCUPANCY CLASS R — 3
HEIGHT OF BUILDING NDT TD EXCEED 2 1/� STORIES
TYPE OF CONSTRUCTION TYPE 5
FIRE Sq. Ft. 2,368SF, TITLE AND ELEVATIONS
LOCATION: 1485 HOBART ROAD, SOUTHOLD, N.Y.
�Iy ;
d� OWNER: MR & MRS. TERP
SHEET No.
opAOFE5sko%; ALLIED BUILDERS 1
CUSTOM REMODELING
MAIN ROAD, ORIENT, NY 11957 OF
1 PLAN PREPARED - ISSUED FOR PERMIT 10/15/03 DRAWN eY:EJC SCALE: 1�4"=1 —0PROJ No. R0367 5
REVISION DATE CHECKED BY: FILE: DATE:10�15/03
32'-3'
'-10 U3'-7'
ty� TW 304T I TW 30AB
31J �h 3/, —
,_6'�, I I�4'—�i�--4'-6'�
111' R' --_i „UP„
INTERIOR ROOF LINE ZD
AT CEILING HEIGHT
3'
er 2'X4' 16' O/C
1/2' EXTERIOR PLYWOOD
BUILDING WRAP WITH
VINYL SIDING,
y A A
J D h
1. EXISTING WOOD FLOOR TO REMAIN.
144� 'X4' 16' O/C 3. EXISTING STAIRS TO REMAIN AS IS, v
1/2' EXTERIOR PLYWOOD 4. WINDOWS TO BE INSTALLED 4' WIDE
BUILDING WRAP WITH �M' DORMERS AS SHOWN UN DETAIL PAGE,
r r VINYL SIDING. 5, CHIMNEY TO BE RAISED ABOVE ROOF
TO MEET STATE BUILDING CODE.
EXISTING ROOF TO BE REMUVED
TOTAL W GR
IN ❑ AL. L AMHEL ROOF
T H STA
i ❑ E IN ALLIED,
r.
r, r.
i ® I
I — ,_4•—� 5,_4• X4,_6•
i
{ O
T
O O
J a
J /
u
I 1
3
3
/
i
I
NT RIGHT SIDE
FRO
TW 304& TW 3048 E'TW 304
I
INTERIOR ROOF LINE
AT CEILING HEIGHT
>
ELEVATIONS '-4' '-4'
SCALE 1/S• ■ 1' 32'-3'
FLOOR PLAN
SCALE 1/41 ■ 1'
FLOOR PLAN
ry LOCATION: 1485 HOBART ROAD, SOUTHOLD, N.Y.
OWNER: MR & MRS. TERP
SHEET No.
ALLIED BUILDERS 2
CUSTOM REMODELING
ADFESSO
v� D� MAIN ROAD, ORIENT, NY 11957 OF
u
DRAWN BY:EJC I SCALE: 1/4°=1'-0° PROJ No. R0367 5
CHECKED BY: FILE: DATE:10/15/03
RIDGE VENT
3/4' EXTERIOR PLYWOOD WITH CONT. 2'X8' RIDGE
15#
>�Ca�
15# FELT PAPER \� °ern■°"'
& ARCH ROD 2'x6' RAFTERS
SHINGLES (typ.) 16' O.C..
1 v anyeai:
2 tiry r^
5� Fsr I
'X8' PURLIN
2'X8', 16' OC _
3/4' EXTERIOR PLYWOOD WITH
Y k15# FELT PAPER
'X4' 16' O/C `C' yp• p^ & ARCH ROOF rvarva>a nv,6
1/2' EXTERIOR PLYWOOD O "fl SHINGLES (typJ T RMIXY 41ID1
BUILDING WRAP i L ATTIC nowvxevmrs
VINYL SIDING m,Pt xvvmo
), NO LIVING SPACE 'X6' RAFTERS
SEE DETAIL BELOW �� 16' O.C. rq•...
EXISTING IN
/ SUB FLOOR _
TO REMAI ewY ma:m�F9'bp' Dv�on
HURRICANE CLIPS �a, �NNpoW 16i4'� ^v"e"x
/ DN EACH RAFTER 2X REARING WALL - HEADER RETAIL (vJ t••'+'�s"�^�
xro anm�U
v iw ruins mvex•r am.n *CORNER EXISTING 2ND FLOOR OF HOUSE
TO REMAIN AS IS
INS
SECTION A-A
SCALE 1/4• ■ 1E CONSTRUCTION DETAILS
NOT TO SCALE
kR
IN
2'X6' ITOBE 16'O.C. RAFTEORMER
ORMER SHUTTER SIGN NOTES
1. SHUTTERS MEASUREMENTS TO BE
ADJUSTED TO FIT INSIDE OF WINDOW
'X4' SHUTTER SUPPORT FRAME.
C2) 2. PLYWOOD TO BE FASTENED TO THE
2'X4' PLATE 1/2' PLYWOOD SHUTTER 1'X4' WITH IW NON-RUSTING WOOD SCREWS
INSTALLED FROM THE PLYWOOD SIDE
EVERY 6' OC.
2 'X4' `� 3. SHUTTERS TD BE STORED ON SITE FUR
16'O,C. 6'O.C. �( USE DURING STORMS.
4. HOME OWNER TO BE INSTRUCTED ON THE
S� INSTALLATIION.
NOTE, V
ROOF FRCOVEREPLYWOOPAPER,SHINGLE
SECTIONS & FOUND. & DETAILS
SHUTTER DETAILS LOCATION: 1485 HOBART ROAD, SOUTHOLD, N.Y.
4' DORMER DETAIL NOT TO SCALE 0I\ tea= a I OWNER: MR & MRS. TERP
D��LSA1 ��1
NOT TO SCALE opAOFESS107" ALLIED BUILDERS SHEET No.
Ulv CUSTOM REMODELING 3
/ I MAIN ROAD. ORIENT, NY 11957 OF
DRAWN BY:EJC I SCALE: 1/4"=l'—O"I PROJ No. R0367 5
CHECKED BY: FILE: DATE: 10�15�03
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE §RR905.2.8 Flashing. Flashing for asphalt shingles shall comply with
this section.
MINIMUM SPECIFIED §RR905.2.8.1 Base and cap flashing. Base and cap flashing shall be Table 5.1 Nailing Schedule
COMPRESSIVE STRENGTHa(fc) installed in accordance with manufacturer's installation instructions.
Base flashing shall be of either corrosion—resistant metal of minimum
Weathering potentialh nominal 0.019—inch (0.483 mm) thickness or mineral surface roll roofing Number of Number of
TYPE T LOCATIONS OF weighing a minimum of 77 pounds per 100 square feet 3.76 k
CONCRETE CONSTRUCTION Severe 9 9 P P 9 ( g/m2). Cap Joint Description Conran Nails Box Nods Nail Spacing
flashing shall be corrosion—resistant metal of minimum nominal
Basement walls, foundations and other 0.019—inch (0.483 mm) thickness. ,11
'; :
concrete not exposed to the weather 2,500c Rafter m
§RR905.2.8.2 Valleys. Valley linings shall be installed in accordance Top Plate (Toe-mil cd) (see Table 3.4A) (see Table 3.4A) per rafter
shin
with manufacturer's installation instructions before applying les. Ceiling Joist m Top Plate (Toe-nailed) (sea Table 3.4A) (sea Table 3.4A) perjoist
Basement slabs and interior slabs ong
grade, except garage floor slabs 2,500c Valley linings of the following types shall be permitted: Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap
Ceiling Joist Laps Over Partition (Factensiled) (see Table 3.9A) (ace Table 3.9A) each lap
Basement wells, foundation walls, 1. For open valley (valley lining exposed) lined with metal, the Collar Tinto,Rafter (Face-nailed) (see Table 3.6A) (see Table 3.6A) per tie
exterior walls and other vertical valley lining shall be at least 24 inches (610 mm) wide and of any Blotting to Rafter(Toe-tui(ad) 2-Ed 240d each and
concrete work exposed to the weather 3,000d of the corrosion—resistant metals in Table RR905.2.8.2. Rim Board to Rafter(End-nailed) 2-16d 3-16d each end
Porches, carport slabs and steps 2. For open valleys, valley lining of two plies of mineral surface
exposed to the weather, and garage roll roofing, complying with ASTM D 249, shall be permitted. The 77777,
floor
floor slabs 3,500d,e bottom layer shall be 18 inches (457 mm) and the top layer a Top Plate to Top Plate (Face-nailed) 246d' 2-16d' per foot
minimum of 36 inches (914 mm) wide. Top Plates at Intersection (Faceitailed) 4-16d 5-16d joints-each side
For SI: 1 pound per square inch = 6,895 kPa. Stud to Stud (Face-nailed) 2-16d 2-I6d 24"o.c.
3. For closed valleys (valley covered with shingles), valley Header to Header(Face-nailed) l6d l6d 16"o.c.along edges
a. At 28 days psi. lining of one ply of smooth roll roofing complying with ASTM D 224
Type II or Type III and at least 36 inches (914 mm) wide or valley Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud
b. See Table RR301.2(1) for weathering potential. lining as described in Items 1 and 2 above shall be permitted.
Specialty underlayment complying with ASTMD 1970 may be used in Bottom Plate to Floor joist,Bandjoist,Endjoist or 2-16dri 2-16d'R per foot
c. Concrete in these locations that may be subject to freezing and lieu of the lining material. Blocking (Face-nailed
thawing during construction shall be air—entrained concrete in
accordance with Footnoted. TABLE RING MATERIAL Just to Sill, $
4 .
VALLEY LINING MATERIAL
d. Concrete shall be air entrained. Total air content (percent by volume Top Plate or Girder (Toe-nailed) 48d 410d perjoist
of concrete) shall not be less than 5 percent or more than 7 percent. MINIMUM Bridging to Joist (foe-nailed) 2-8d 2-10d each end
THICKNESS WEIGHT Blocking to Joist(foo-nailed) 2-Ed 2-10d each end
e. See RR402.2 for minimum cement content. MATERIAL (inches) GAGE (pounds) Blacking to Sill or Top Plate(foe-nailed) 3-16d 4-164 each black
Copper -- __ 1 Ledger Strip to Besot(Face-nadod) 3-16d 4-16d eachjoist
Joist on Ledger to Bum(Toe-nailed) 3-8d 340d perjoist
Bond Joist to Joist End-nailed 3-16d 416d perjoist
ROOFING NOTES: Aluminum 0.024 __ __ ( ) pe J
Asphalt strip shingles shall have a minimum of six Stainless steel -- 28 __ Band Joist to Sill or Top-F Pale(Too-sailed) 2-16d' 3-16d per foot
fasteners per shingle in the 110-120 mph wind zones
Galvanized 26 (zinc Structural Panels 8d lod (seeTable3.10)
temperature
Ice protection. In areas where the average daily steel 0.0179 coated G90) -- Diagonal Board Sheathing
temperature in January is ice
mer a less is when Table RR301.2(1) __ 1"x6"nr 1'718" 2-8d 2-I0d per support
criteria so designates, an ice barrier that consists of a least Zinc alloy 0.027
two layers of underly p -- 20GypsumW Ihavd ,-, Sd coolA _ art
ye underlayment cemented together or of a self—adhering 1"x10 orivider 3-8d 3400 per
polymer modified bitumen sheet, shall be used in lieu of normal Lead2-1/2
underlayment and extend from the eaves edge to a Dint at least 24 ' ' ` '
inches (610 mm) inside the exterior wall line of the building. Painted terns al ars Sd coolers 7"edge!10"field
For SI: 1 inch = 25.4 mm. ;.(; ;.,;-w• t .T di: Flrf / JL4 . _ '
R vertical
in 12 units hors application. For roof slopes from two units 1 pound = 0.454 kg.
vertical in 12 units horizontal (17—percent slope), up to four units Structural Panels 8d 10d (see Table 3.11)
vertical in 12 units horizontal (33—percent slope), underlayment shall be §RR905,2.8.3 Crickets and saddles, A cricket or saddle shall be Fiberboard Panels
two layers applied in the following manner. Apply a 19—inch (483 mm) installed on the ridge side of any chimney greater than 30 inches (762 7/16" 6,11 - 3"edge/6"field
strip of underlayment felt parallel with and starting at the eaves, mm) wide. Cricket or saddle coverings shall be sheet metal or of the 25/32" 8113
fastened sufficiently to hold in place. Starting at the eave, apply 36— 3"edge/6"field
some material as the roof covering.
inch—wide (914 mm) sheets of underlayment, overlapping successive sheets Gypsum Wellhead Sd coolers Sd anotias 7"edge/10"field
19 inches (483 mm), and fastened sufficiently to hold in place, For roof §RR905.2.8.4 Sidewall flashing. Flashing against a vertical sidewall Hardboard 811 811
(sec Table 3.11)
or gra of four
underlayment shall be one layer applied in the following aur units vertical in 12 units horizontal (33—percent slope) shall be by the step—flashing method. Particleboard Panels Ed 811 (see manufacturer)
or greater.
manner. Underloyment shall he applied shingle fashion, parallel to and §RR905.2.8,5 Other flashing. Flashing against a vertical front wall, Diagonal Board Sheathing
starting from the eave and lapped 2 inches (51 mm), fastened sufficiently as well as soil stack, vent pipe and chimney flashing, shall be applied I"x6"ul"x8" 2-811 2-IOd support
to hold in place. End laps shall be offset by 6 feet (1829 mm). according to asphalt shingle manufacturer's printed instructions. Per ppu
1 xl or wider 3-8d 3-I0d persupport
PRESUMPTIVE LOAD-BEARING VALUES 7777 ISA 01140 _
OF FOUNDATION MATERIALS
Structural panels
LOAD—BEARING PRESSURE I"or less 8d 10d 6"edge/l2"field
CLASS OF MATERIAL (pounds per square foot) greater than l" IOd 16d 6"edge/6"field
Diagonal Board Sheathing
Sandy gravel and/or gravel 1"x6"or Vag" 2-8d 2411)d per support
(GW and GP) 3,000 1"x10"or wider 3-8d 340d per support
Sand, silty sand, clayey sand, ' Nailing requirements are based on wall sheathing nailed 6 inches on-eeater at the panel edge.If wall sheathing is nailed 3 inches on-eenter at the
silty gravel and clayey gravel anal ed to obtain higher aheazm nailing(SW, SP, SM, SC, GM and GC) 2,000 CODE COMPLIANCE DESIGN CRITERIA P Be gh capacities,nailing rements far structural members shall be doubled,or altetmte connecting,such as shear
plates,shall be wed to maintain the load path.
Clay, sandy clay, silty clay, THESE PLANS WERE PREPARED IN ACCORDANCE WITH: I When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot
clayey slit, silt and sand silt 3 Corrosion resistant l l gage roofing nails and 16 gage staples aro permitted,check HBC for additional requirements.
Y Y Y American Forest and Paper Association (AF&PA) "WOOD FRAME CONSTRUCTION
(Cl. ML, MH and CH) 1,500b MANUAL FOR ONE AND TWO FAMILY DWELLINGS"
NOTE:
SEE SUPP. SHEET FOR TABLES 1JA, 3.5A, 3.6A, 3.9A.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 3012(1) NOTES & TABLES
SUBJECT TO DAMAGE FROM
GROUND WIND SEISMIC WEATHER— FRUST WINTER ICE SHIELD FLOOD
- " 'f-�\
SNOW SPEED DESIGN LINE TERMIT DECAY TEMP UN➢DESIGN ENT HAZARDS `_ ' LOCATION: 1485 HOBART ROAD, SOUTHOLD, N.Y.
LOAD (mph) CATEGORY ING DEPTH DESIGN // LL` OWNER: MR & MRS. TERP
R301.2 (5) R301.2 (4) R301.2 (2) R301.2 (3) R301.2 (6) R301.2 (7) REQUIRED ' / � ', w
�a' SHEET No.
45 PS
MPH C Severe 36" heat/ to Sli ht 11' s accordance w/ `" U322� ALL/ED BUILDERS
Y 9 sec 905.2.7.1 N/A a �.
\FE5510NP V
h'l) CUSTOM REMODELING
MAIN ROAD, ORIENT, NY 11957 OF
/ DRAWN BY:EJC SCALE: AS NOTEDFDA
OD No. R0367 G
CHECKED BY: FILE: TE:10/15/03 J
Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection Tabble 3.SA Top and Bottom Plate to Stud Lateral Connections for Wind Loads
Requirements - Exposure B Exposure B Table &SA Ridge Tension Strap Connection Requirements for Wind - Exposure B
(Prescriptive Alternative to Table 3.4) (Prescriptive Alternative to Table 3.5)
- __ ____-__ (Prescriptive Alternative to Table 3.6)
Three Sxmnd Gwl WiM Speed(mph 85 90 IN 110 120 130 140 I50 Tllwwrond Gmt Wmd SpersiM b) BS 90 No 110 120 130 140 150
Stud Stowe,(m) WWI Height(1) acquired Number led Cammen Neta or 40d tax Nob pm Slut m Pima Connection Dead Lead Asnmpdona: Roof Assembly DL=10paf
ReemlCedmglaivt WWI N1mMofad Cammm NWlvm lOd aux Nails lToewled) I m'
spicing(") Height(ft) Required in Poch RnOerandlm Ceiling Joist m Top Plate Comeclion'r" a I 1 1 1 1 1 2 7 Thea Secoad Gust Wind Speed(mph) 1 85 1 90 1 100 1 Ito 1 120 1 130 1 140 1 150
10 1I 1 1 I 1 2 2 2 2 2 z Pm
12 12 1 1
R 2 2 2 2 3 3 3 3 Roof Pilch Roofs Numbar Dfgd Common Naibe iOd Box N.Hl ineach elo of 1-1/4"Slurp'
1 t Ix,)},fy<
10 z x 2 2 3 3 3 3 Ix 14 I 1 I I t z z 3 (R'
16 8 2 2 3 3 3 4 4 4 16 1 1 1 2 t 2 3 3 12 1 1 2 2 2 3 3 4
10 2 2 3 3 3 4 4 4 Is I 1 1 2 2 2 3 3 16 1 2 2 2 3 4 4 5
24 R 3 3 4 4 5 5 5 5 20 1 1 2 2 t 3 3 3
10 3 3 4 4 5 5 5 6 a 1 I 1 1 1 2 2 2 20 2 2 2 3 4 4 5 6
1 Pr i dvell ftm aminn awmn 3:12 24 2 2 3 3 4 5 6 7
p pliune in Tehle 3.4. 10 I I 1 I 2 2 2 3
Tabulated rOnMMm reWil®enla an..Wagon located M Expose R. 13 1 1 1 2 2 2 3 3 28 2 2 3 4 5 6 7 8
I when uitingjafau aro haunt pan11el 1m Mien,the Burn offm in on Me nM vad ci ilmglamdan equal or..am the 16 14 1 1 2 2 t 3 3 3
kbuhwd numhv ofnails¢grand. 16 1 1 2 2 2 3 3 4 32 2 3 3 4 5 7 8 9
e To avoid%dining,an mem Wen 2 exchange shall be inrbllW in each side of a oder or coding job[when fumml m a 2x4 rap Plete 18 1 2 2 2 1 3 4 4 36 2 3 4 5 6 7 9
ora fnmb in eacheme whin fanaacd to a2 a6 w"Joho 20 1 2 2 2 1 3 4 4 12 I 1 1 2 2 2 3 3
8 1 1 2 2 2 3 3
1t 1 1 2 2 1 3 3 4 16 1 1 2 2 2 3 3 4
12 z 2 2 2 1 3 4 5 20 l 2 2 2 3 4 4 5
Table 3.9A Rafter/Calling Joist Heel Joint Connection Requirements 16 z 4 5 6 4:12 24 2 2 2 3 3 4 5 6
(Prescriptive Alternative to Table 3.9) 18 2 2 3 3 a 5 s 6 28 2 2 3 3 4 5 6 7
20 2 2 3 4 a s 6 7 32 2 2 3 4 4 5 6 7
1 Prescription large tie bared an umnpnms In Table3.5. 36 2 2 3 4 5 6 7 6
Deed Land Aumurgem:Roof A Mrrbly OL=10 f 2 TaluWM fnMea loads and eomrWbn rnquremnz total be wrodayed to be mulbl.lind by 0.92f fMng not lwalW
Roof Live Load GmuM Snow
wmr
daina r-lorrn 12 1 1 1 1 2 2 2 3
loud
20 per 30 Pat 50 par 70 pat TabWmad fnmtng lnMauumcamtllWne lnvatW inP pnme6 16 1 1 1 2 2 2 3 3
Roof Spun(R) 20 1 1 2 2 2 3 3 4
12 1 24 1 36 1 12 1 24 1 36 1 12 1 24 1 36 1 12 1 29 1 36 5:12 24 1 2 2 2 3 3 4 5
Rafter Sloe Rader Spmmg .1,s,n 28 1 2 2 3 3 4 5 5
Step. On) Ito mead Number of 16d Common or 40d Box Nails per Heel Joint Comectmn"'
32 2 2 2 3 4 4 5 6
12 4 7 10 4 8 12 6 11 17 8 15 22
36 2 2 3 3 4 5 G 7
3:12
I 5 13 5 10 15 8 IS 22 10 20 39 12 1 1 1 1 2 2 2 2
19..2 6 II1 16 fi li I8 9 18 27 12 29 35
M 7 13 19 8 15 23 11 22 33 15 29 44 16 1 1 1 2 2 2 3 3
12 3 5 3 6 9 5 9 13 6 H 17 Tabic 3e11 Wall Sheathing and Cladding Attachment Requirements for Wind 20 1 1 2 2 2 3 3 4
4:12
I6 4 7 j`5
0 4 8 12 6 I I U 8 IS 22 Loads - Exposure B 6:12 24 1 I 2 2 3 3 4 4
19.2 4 8 2 5 9 14 7 14 _ --- -_-- -
±0 11 IR 27 28 1 2 2 2 3 4 4 5
24 5 4 66 5 7 4 O 35 5 9 33 nm=Becned Oml
12 3 4 G 3 5 ] 4 7 l0 5 9 14 wool sl dfmnbl as
9a Inn 11a ¢n up 140 Iso 32 2 2 2 3 3 4 5 5
5:12
16 3 6 8 3 6 9 5 9 14 6 12 is 36 2 1 2 2 3 1 4 4 1 5 6
19.2 4 7 10 4 B 11 6 11 I6, 7 14 21 G E G F e e E r s p E F E P e P I2 1 1 1 1 I 2 2 2
24 4 8 12 5 9 14 7 14 20 9 IS 27 16 1 I 1 2 2 2 2 3
xtue xpxcior
12 3 3 5 34 5 3 5 8 4 710 yum..a Leeanvo hadi,ae) Mu®umNail9pxmgrvrW Cnimm�n nlubor l0dll4n NUY(rcbq nr)• 20 1 1 2 2 2 3 3 3
7:12 16 3 4 6 3 5 7 4 7 10 5 9 13 ,® 792-12:12 24 1 1 2 2 2 3 3 4
19.2 3 5 7 3 6 8 4 R 12 5 10 IS t2 6 13 6 13 6 13 6 13 1i 12 6 12 6 12 6 13
IetMm Zone I6 fi @ fi 12 6 12 6 R 6 12 6 12 fi 11 6 12 28 1 2 2 2 3 3 4 4
24 3 6 9 4 ] 10 5 10 IS 7 13 19
12 3 3 4 3 3 4 3 4 6 3 5 B r. N 6 11 6 12 6 1] 6 lE 6 12 6 12' 6 121 n 11' 32 2 2 2 3 3 4 4
5
13 6 13 6 13 6 12 6 I2 6 12 6 12 6 12 6 12 36 2 2 2 3 3 4 5 6
9.12 16 3 3 5 3 4 5 3 $ g 4 7 10 4•PJIpTove Ifi 6 IR 6 12 6 12 6 12 6 12 6 12 6 I3 6 l2°
19.2 3 4 6 3 4 6 3 6 9 4 B 12 __ u 6 Ix 6 13 s 12 s 12 6 se 6 ear 6 1z' 6 W I Tabulated connection requirement shelf be permitted to be multiplied by 0.70 for framing not located within 8 fed of building
24 3 1 5 7 3 5 8 4 8 II 5 10 IS coram
BO�DSHBATNMc.a W Stmt
12 3 3 3 3 3 3 ] 3 5 3 d 6 x
�WUWiaa sl:e ltwmrtmr sPmms Mlawmn Nnmunnralmmnm Nw.nrlW Baa Nmk Tabulated ridge correction loads gasmaabuilding located in Exposure B.
12:12 16 3 3 4 3 3 4 3 4 6 3 5 B (wcMs,a..l Persapran 3 Tabulated connection requirements,am based on total uplift minus 0.6 of the mofasaembly dead Load(0.6 x 10 pat).
19.2 3 3 4 3 3 s 3 6 7 3 6 9 ia 1a1:11 steuuog Iz.zs z z 2 z 2 2 2 + Tabulated comlectjon requirements ere based on a 12 inch ridge strap spacing,for ditTerem ridge sImp spacing,multiply We
24 3 9 5 3 4 6 3 6 9 4 8 11 Ix10 I shaMWio IL24 3 3 3 3 3 J 3 3
1 Nailing requirements short be permitted to be induced 25%if nails are clinched. tubulated values by the appropriate multiplier below:
' Heel jam eoonalionsMe Go,remod!whin the ridge,.mppartod by n loedbcanngwall,header or ridge beam dcvgmd to msist(be applied a rv,gsprwnlvral«lees wit Ridge Connection Spacing(m.) 12 16 19.2 24 4$ 72
Imd3, F - Nvinvcwgi.sommeWme.......ltr panel feta real
When imermedmm support of We after ie provided by vertical stmt.or purlins w n lmdbeamre wall,the tabulated heel joint comemmn Multiplier 1.00 1.33 1.60 2.00 4,00 6.00
Parw4B ehmurs.. 4 ren orf cmn,ry We4 fool etlAemne vtwcNnemregnaemanu,hnll be so s
rcquircmeniv time h Irrmiued m be reduced proportionally m the reduction on spm. When the tabulmed number of nails required in each end of the snap is equal m 1 and the ftamhlg is attached in accordance with
EuwWenl commolIDm are ' dislbreduid1.6makes.r nr mamvu mevauylmwchel m,nxl4vmurmmbaa wlWn?a.49. Par(nuobg orm6enmW042�G�049,Wem�l rpaclnrs
q required For ceilingjoiat to cedmg)oln lap splicu. ,hall hundanew6fhmac - Table 3.l,the ridge strap end additional.ailing is out requbed.
' Tabulated heel joint connection requirements do rat include We addthmal weight oFtho coling assembly. Por elms Lw1a dboa mdnmllhe 6 When a collar s use
tie id in lieu of strap,a ri ,the number of 10d common naila« eac
required in each and of the colts,tie noted not
pare g,avlv,nme pemilwlwbo,uWlilu¢a fm common miD
6
Tabulated
rmfleeltesmcometedh ser in the
.nc000attic Wsnris waiese,and
lam joint anerom Whencenmg rclxaoiee oral maelnn mmm.osmlmaa memedmnapnmmn excadthe the tabotheadn mbiero 10dbox nails in a steel snag or the number of ltd box volt in each anti of the collar lie need
1
joistsorseer ties art located Wager m um Oleic spam,no anti storage u assumed,ovd the tabulated hul joint anteroom mquimmenrc.boll — — not exceed 01e fabu6ted vmnber of 10d brat nails in a steel chap.
be increased by We following Wcmn:
Ceiling Height/Roof Ridge Heol Joint Connection
Height Mc[Ha Adjustment Fecwm
/j \\ IR 2
11 L T_ \ I/3 1.5
i/4 133
1/5 1.25
I/6 1.2
1/10 1.11
Note:Lokml defkction ofthe Motor below the veer ties may exceed 3/4 inch when sutler lin ao laoated.love ano-lRird
ofthe ridge height.H„or when H,is ampler than 2 feet and my mature addnioml consideration.
NOTES & TABLES
LOCATION: 1485 HOBART ROAD, SOUTHOLD, N.Y.
i / ` OWNER: MR & MRS. TERP
FP
0322 ALLIED BUILDERS SHEET No.
90FE5510N
CUSTOM REMODELING 5
a
MAIN ROAD, ORIENT, NY 11957
/ OF
DRAWN BY:EJC SCALE: AS NOTED PROD No.R0367 G
CHECKED BY: FILE: DATEA0/15/03 �J
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: 11 / I1) /03
APPLICANT: C-2p DATE SUBMITTED: E/x/03
SCTM#DISTRICT: 1,000, SECTION: 64 BLOCK: 2 , LOT: —�SUBDIVISION: o. lers s- J
ADDRESS: l o �CITY: ZONING DISTRICT: -CONFORMING?_
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BPS_-Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
BP 't11 -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100.-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83)
REQ. LOT SIZE: ACT. LOT SIZE: II,23V REQ. LOT COV. 0 o ACT. LOT COV.
REQ. FRONT ,3� PROP. FRONT ✓ REQ SIDE io S- ACT. SIDE ,,
REQ. REAR 3:5_ PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: on
ESTIMATED PROJECT COST: v�--ARCHITECT INE TiUmA 1 Lt_
WATER FRONT? NO DESCRIPTION: PANEL # FLOOD ZONE:
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES or 0(BED #): DTE:_/_/_ PERMIT#:
TOWN SEPTIC RECEIPT: Y orTO
NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o DTE: PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES 0&0 DTE__/_/_ PERMIT#:
TOWN ZONING BOARD APPROVAL: YES o DTE: /_/_ PERMIT#:
TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES or O
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2):,o or NO
NOTES: ?xP\lz-
FEE STRUCTURE: FOUNDATION: -SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
I. ( SF)- ( _SF)= SFX $ =$ +$ +$ =$
2. ( SF)- (_ SF)= SF X $ =$ +$ +$ =$
3. ( SF)- ( SF)= SFX $ =$ +$ +$ -
FINAL TOTAL. (��
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B
Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERE RESCRIP IVE W G
FULL FRAMING DESIGN ELEMENTS
HEADERS:Y/N WALL STUDS:Y/N GIRPERS: Y/N
CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULAT Y
LIVE:Y/N DEAD:Y/N S W:Y/N SEISMIC:Y/N WIND:Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS:&
EGRESS 5.7 S.F.: Y
LIGHT 8%: Y/N !
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULON
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
/ TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS: Y/N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)