HomeMy WebLinkAbout31146-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31990 Date: 11/08/06
THIS CERTIFIES that the building ADDITION
Location of Property: 570 DUCK POND RD CUTCHOGUE
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 83 Block 4 Lot 16
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MAY 13, 2005 pursuant to which
Building Permit No. 31146-Z dated JUNE 21, 2005
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to JAY P & KAREN A. QUARTARARO
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
A horized Signature
Rev. 1/81
M6:,1 �bbar �tlq
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and 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$25.00,
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 / p
t� (Dt�) Date.-6 ,5/0 a-16 _
New Construction: Old or Pre-existing Building: "� (check one) C D-eGt)
Location of Property: S-7a ;�YI
O(K > Vt � R, ( A/
House No. Street ,t �/ll Hamlet
Owner or Owners of Property:
��� P , 4-kw-e,, A` l51✓Ct! fc(l GcfZj
Suffolk County Tax Map No 1000, Section 0 3 Block__ C Q 8 Lot Q ��
Subdivision Filed Map. Lot:
Permit No. I (-, Z Dale o)f/P�ermit. O�o I o� I Applicant:_ 16, � ' U6/`4CtrL(�
Health Dept. Approval: N//7 Underwriters Approval: 04 /1d
Planning Board Approval: � A \/
Request for: Temporary Certificate Final Certificate: (check o
Fee Submitted: $ as', trp
Applicant Signature
&nc. 309
c �� 3IT 10
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. 31146 Z Date JUNE 21, 2005
Permission is hereby granted to:
JAY P QUARTARARO
570 DUCK POND ROAD
CUTCHOGUE,NY 11935
for
CONSTRUCTION OF A DECK ADDITION TO AN EXISTING SINGLE FAMILY
DWELLING AS APPLIED FOR
at premises located at 570 DUCK POND RD CUTCHOGUE
County Tax Map No. 473889 Section 083 Block 0004 Lot No. 016
pursuant to application dated MAY 13 , 2005 and approved by the
Building Inspector to expire on DECEMBER 21, 2006 .
Fee $ 150 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
CHARLES M . THOMAS , R.A.
Po Box B77
JAMESPORT, NY 1 1 947
OFF/CE (63 1 ) 727-7993
Fax (63 7 ) 727-8033
September 14, 2006
Building Department
Town of Southold
53905 Main Road
Southold, N.Y. 11971
Re: Quartararo Residence (Rear Deck)
1
Dear Building Department,
This letter shall serve to certify that the poured concrete footings have been
inspected by this office (prior to backfill) and can certify that they conform to the
construction documents.
Please call the office with any questions or concerns at (631) 727-7993. Thank you.
e truly y urs,
Thomas,
C?
Or
� ca
9�0F
3 l ► t-I 1p
CHARLES M . THOMAS , R .A.
PO Box 877
JAMESPORT, NY 1 1947
OFFICE (63 7) 727-7993
Fax (631) 727-8033
April 19, 2006
Building Department
Town of Southold
53905 Main Road
Southold, N.Y. 11971
Re: Quartararo Residence(Rear Deck)
Dear Building Department,
This letter shall serve to certify that the 2"x8" ACQ deck joists @ 16" oc as
installed on the above referenced deck meet the min standards of the Residential Code of
New York State and that Rer,section R 316.1 ofthe•same code a guard rail is not required
on a deck less than 30 inches above grade.
Please call the office with any questions or concerns at(631)727-7993.Thank you.
ly ours,
Charles M.Thomas, R.A.
c�
0
# of$W t,
31142-1
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: e `
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D
DATE ` /���� INSPECTOR
o��,OF 80UTy�
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIO
[ ] FRAMING / STRAPPING FINAL � c�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE CTIO
REMARKS: AL-k jeA y
Ak-
DATE / �7�0 INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)y
a
-------------------------------------
FOUNDATION(2ND)
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ROUGH FRAMING& N
PLUMBING [7
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INSULATION PER N.Y.
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STATE ENERGY CODE
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FINAL 451BQ� 0
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ADDITIONAL COMMENT
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALLO Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www.northfork.net/Southold/ PERMIT NO. 3 I,[j��i Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 2005_ Contact:
Approved ,20f9 5 Mail to:
Disapproved a/c
Phone:
Expiration_ ,20_D( Ar,
I Building Inspector
1 X11 3 2005 i�' APPLICATION FOR BUILDING PERMIT
Dater20 OS
-Q- INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
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 streeta 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.
(SigZatule of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Q C,c/ N 2 r
Name of owner of premises :::R0.HImo. vL K 0.re*1 v Q r+a rg r o
—T- (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 proposed work will be done:
S-7o DLvCK
House Number Street Hamlet
Ll'U
County Tax Map No. 1000 Section F3 Bloc) I of lb
Subdivision ( AJ b U b i N P ^4 s.o(' Filedtly[rp�3noM sfe t
(Name) .i.. .w
2. State existing use and occupancy of premises and intel►ded use and occupancy of proposed constrl tion:
a. Existing use and occupancy /-e tM i l-7 fRs I e •r
b. Intended use and occupancy 5�.tmQ
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work 4j2ck
(Description)
4. Estimated Cost ma Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars tA-'1,
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 1-f/ Rear a Depth 10
Height a p Number of Stories
Set P I
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front S0.`"e Rear Depth
Height Number of Stories
9. Size of lot: Front /14570 Rear /50 Depth a 70
10. Date of Purchase ALf 13 A /71 Name of Fortner Owner 26LU'-4 S /-26".PS
11. Zone or use district in which premises are situated /rt�„
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO
13. Will lot be re-graded? YES_NO V Will excess fill be removed from premises? YES_NO
14. Names of Owner of premises S6 c. f 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 V
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
S
COUNTY OF So-( d
�q -t cVdw 4.%t-41a being duly swom, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the 6L'it, tr
(Contractor, Agent, Corporate Officer, etc.)
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 to before me this
/ day of Agri 20 0
N tary PublicNJMY ANN UM
a
NdMY swo of Now**
Mk OamiMNoe w D"��7iL�.ly
TOWN OF SOUTHOLD PROPERTY RECORD CARD I
OWNER STREET 5 VILLAGE DIST. SUB. LOT---
FORMER
OT --FORMER OW ER , Quav fQri o N E ACR.
Olivia rV 1,1 y4r, f 5 W TYPE OF BUILDING
RES. �f D SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS V
34K) Gf a I B'1 I z l5 - (e r s�
0C-) YfV ! a t fl ,wR3- _ /v/e-
o S
00( 6 % 7—L F �n Pr E ZGU rYIA SL1'�C
500 SR,o � � fa-teo 9 za qg R 14 _ _ Ord. -{c7
IS - of O n5f One-� �gm 1. C7.�^ t WIAtt6cir2ac
0 03 — ✓ �Pl IAC Parc
�• P OSI L btltt adIii-- � co Z61�L-3
11 275b i naroc�nQ /mal f-k x.L�_l 94Qp--n
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD /
Meadowland DEPTH
House Plot err—f ( - BULKHEAD
Total
i
i
M. Bldg. /y /exS S•oo .�/ i5' Foundation.
Extension Basement F,i f Floors
F_xt. Walls Interior Finish
Extensi 1�i32� g CPOAQ
Extension Fire Place e5 Heat r�
Porch 6 y y Z/� /Z Pool Attic
Deck Patio Rooms 1st Floor
Breezeway Driveway Rooms 2nd Floor
F..0 /I¢A¢
Gao ge z 1 zz = �i 62 /.7r S09 Ove.teaf z,,.
m
0. B. loxi 0-100 4 ) i4 X00
__. Y S101-
5b6-7
a f05b6-7 .`IIVv a SNW 4140✓.II V4,C
d
95- 153
LOT ARCA - 40, 500sq.ft . 98 - 263
Received
Suffolk County -- Received
Suffolk County
JUL 2 41998
Dept.Of Health Seryices
UL 2 4 1998
;i stewater M9mt. , Dept. ealth Services
LOT 101��Of
r VACANT OfRce Of water M mt.
T� <9
Ia (42 S.39^00'00"E. 150.00'
w 6y V 't1'
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(423)N.39^00'00"W. 150.00'
DUCK POND ROAD o
(44-4) C41 Z) In
I
VACANT
-19 -1998 FINAL SURVEY
•25- 1998 LOCATED FOUNDATION
•3-98 REVISED PROP. DWELLING NOTE: CESSPOOL AND SEPTIC TANK LOCATION BY OTHERS.
;MOWN HEREON F;,U,'� rtiE $HAU. RUN .ONLY TO THE PERSON JOBNO.97-269 FILENO.WOODBINE MANOR
51RUCTUREE TO TH' FRCPEBYY FOZ WHOM. 'ME SURVEY 1S PRE
;INKS ARE FCR A 'I iCi.FIC Pt;.':- ?APED, AND ON HIS BEHALF TO SURVEYED FOR
�03E AND U ATID 1;f TIE 11Tr. 00i:1FANY GOVERNMEN !.
Alt NO,
rJ 1j s r f r LE
A-D .!DING won. LOT NO.16
;RECTION O - t ' I HMON,-TED HON, AND TO l
W-Us. Foo u 1 -ic Fes OF TW LENDING MAP OFWOODBINE MANOR
AR:'U' Ar'A" :. TO L-LU:-CCi SiIT:!LON. G!l::R:1:Ji'eE5 ARE
'E TO ADDITIONAL
I.>T!1'UT!0145 JR 5UGSEOUENT
iD
jtPlXiu, / SITUATEDAT CUTCHOGUE
Uaoa .r - .,- .�
HE W)fNt�l t i -IU, -u%tt t �iS-:C1T::IE b;WL) SU emu's TOWN OF SOUTHOLD - - -SUFFOLK COUNTY N.Y.
AYF. II Y.:D & L OR EMDOSSED SEAL
*P kll N& IF CONSIDERED To IF SCALE 1" = 50' DATE 7 - 23 - 1997
r
UARANTEED ;OTN�L-Y y0- yO;T FILED MAP NO. 8239 DATE 12 - 15 - 1986
TAX MAP NO. 1000- 83 - 4 -16 (REF. ONLY) DISK 176
v � HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
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f
1866 WADING RIVER-MANOR RD. WADING RIVER,
i'',.N ( � F"fy� a' `++ i NEW YORK, 1 1792
��IIN �„I1 1O r. LIC. NO. 048992- 516.929-4695
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LAUNDRY OFFICE
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11, 00 OCCUPANCY OR
USE IS UNLAWFUL
EX15nNG WITHOOUT CERTIFICATE
eArH 1. OFOCCUPANCY
1614.1
E X 1511 N G E X 151 I N G O ALL CONSTRUCTION SHALL O n\
DINING ROOM LIVING ROOM MEPtTHE REQUIREMENTS OF TI 11W
CODES OF NEW YORK STATE. v
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{ APPROVED AS NOTED _ z
DATE: 6 a B.P. ) �.
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FEE: 0.
NOTIFY BU0.DING DiPARTMENT A µN
765.1802 GAM TO 4 P FOR THE Q
E X 15 r i N G FOLLOWING INSPECTIONS:
I7 O R C H 1 FORNPOU ED CONCRETE DATION - TWO UIRED V
2. ROUGH - FRAMING 6 PLUMBING
3. INSULATION 6 L Xo
4. FINAL - CONSTRUCTION MUST J m
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THEd
REQUIREMENTS OF THE CODES OF
YORK STATE. NOT RESPONSIBLE F 11
DESIGN OR CONSTRUCTION ERR
SHEET NO.
PROPOSED DEGK ADDITION G
IJLIUN T 2005
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W T Y..N®G MID YfE IX1MCtn"As REWIRED ML OPEN. a/
D-
tll S
SHEET NO.
J. 2
rf
AR
CORNER AND PARTITION P05T5 ��Q�e M.
RAFTERS AND PRICING I I 1
JOISTS OR APPROVED
ROOF TRO55
NOTE TOP PLATE5 TOP PLATES ?
SECOND STORY TOP PLATE- A THIRD STUD AND/OR PARTITION INTER5EGTIN6
TDI° PLATE SEE DRILLING AND BAGKIN6 STUDS SHALL BE PERMITTED TO BE
J015T 15 PERMITTED TO NOTCHING PROVISIONS OMITTED THROU6H THE USE OF WOOD BACKUP F OF N
BE GUT OR NOTCHED CLEATS OR MIETAL DRYWALL GLIP5 THAT WILL STUD STUD
FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SERVE AS ADEQUATE BAGKIN6 FOR THE FACING BORED HOLE MAX Z
SEE DRILLING AND SEE DRILLING AND MATERIAL BORED HOLE MAX DIAMETER 4095 p
WFGM IN6 PRO 33ONI5 OF STUD DEPTH
BOTTOM PLATE NOTGHINGPROVISIONS FRAMING DETAILS DIAMETER —
I�PAN� 1/3 PA WFGM SECTION 3.41.1.1 OF STUD DEPTH 5/8" MIN. TO EDGE ~
i 5/b" MIN. TO EDGE a
5/8" MIN. TO EDGE a
J015T ENDS TO BE 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED
FOR BLOCKING BLOCKED AGAINST 25% OF 5TUD DEPTH m
'_- AND BRIDGING NOTCH MUST NOT EXCEED IF HOLE I5 BETWEEN 4 AND bOA'i w
;, TOP PLATE-/ BAND J015T ROTATION IN ACCORDANCE
OR BLOCKING SEE WFGM SECTION 3. WITH WFGM 3.3.1.3-END RESTRAINT 40% OF STUD DEPTH OF STUD DEPTH THEN 5 D MUST BE o
1 K ARING AND 3.3.1.4 BRIDGING BOT HOLES SHALL NOT SUCCESSIVE STUDS ARE DOUBLED
P5 ' BE LOCATED IN THE SAME A�DB50 BORED LE AND NO MORE THAN TWO
m WALL BE LOGATDD INSTHE$HOE GROSS SECTION OF GUT OR
n u I IN.x4 IN, RIBBON J
" LAP J015T 3 IN. MIN. GUT INTO STUD GR055 SECTION OF GUT OR
6APln JOIST BOTTOM PLATE FOR FIRE BLOCKING S
6YP5M BOARD INSTALLED IN
FaM BLOCKTN6 Ibd NAIL AT 24' OC. AGGORDANGE WITH WFGM TABLE 3.1
'11
> 7 WFC,
"44,
Igg5 5BG HIGH WIND EDITION WFGM Igg5 55G H16H WIND EDITION -
, . . n� r 3.4.3,1 .1 5EGTI ON 3.4.1 .1 .1 FIGURE 3.2B
UBFLOOR MONOLITHIC "E" T1DN 3.4.3
F0 A71 N FOUNDATION
WOTALLED I STRUCTURAL N NOTGHIN6 AND BORED HOLE LIMITATIONS NOTGHIN6 AND BORED HOLE LIMITATIONS
NSTALLED IN ACCORDANCE
w FOUNDATION (ALL PANEL (9" OL.
WITH WFGM TABLE 31 -
?Mkt
6d NAIL AT 12" O.G. ON ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS
FRAMING MEMBERS NOT AT
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING PANEL E06E5
E BEARING WALL (a) OUTSIDE GORNER DETAIL
n+
0 RAMI DOUBLE TOP PLATEuj
T TYPi WALL FLOOR I ROOF FRAMIN6 EXTERIOR GORNER FRAMIN6 2x4 CONTINUOUS LuLATERAL BRACE AT 6' O.G. z
G FPL 5TU PIfGRGTORS 2-I0d NAILS < (�
QUIRRD pZ \J
TRU55 OR CEILING J015T 0
c.
-BORNE PORI5 PROTECTION FASTENIN6 SCHEDULE
HEADER 5TUD5 +Al L T GABLE END TRUSS
7 Ot WOOD STRUGTURAi_ PALLS ENDWALL
F
rP IrLIFT CONNECTION 15 REQUIRED <
"- FASTENER 5PAGIN6 _
rI>< t a AT EACH END OF HEADER AND
FEET 4 FEET 6 FEET JOISTS AT BOTTOM OF HEADER'. 5TUd5 IN ggd�I
PANEL SPAN t PANEL SPAN t PANEL SPAN t PANEL SPAN UFS ADDITION TO CONNECTORS AT IJAIL7
A A WALL 5TUD5 AND AT T01P AND W
;+ ` k t 2 PEST t 4 FEET t 6 FEET t 8 FEET BOTTOM OF CRIPPLES 5d COOLER NAILS AT lo" O.G. Lu
0
2"x4" BLOCK NAILED TO EACH
16 Ib 12' 1" BLOCKING TY 'I AL FRAMIN6 AND UPLIFT BRACE WITH 4-IOd NAILS 1
13LOGKIN6 GONNEGTION5 FOR OPENIN65 GYPSUM BOARD 1
D�9GREW5 �, Ib" 6" 12"
Sd COOLER NAILS AT l" O.G.
/' /� u 8d NAIL AT 4" OG 20 GAUGE STRAP
q, THIS TA5 ;8A5ED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FLOOR BRAG I N6 AT END BAYS
)I,,,FASTENI5HALL BE INSTALLED AT OPP051N6 ENDS OF THE WOOD STRUCTURAL PANEL. �GTiON A-A (WFGM F I6URE 3.6b) 10-8d NAILS
t. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS
�ra d. WHER( 5GREW6 ARE ATTACHED TO MA50NRY OR MA5ONRY/5TUGG0, THEY SHALL BE 12" MAX.
f /T AvtTAGHED UTILIZING VIBRATION-RE5ISTANT ANGHOR5 HAVING A MINIMUM ULTIMATE w ENDWALL SND
WItHDRAWAL CAPACITY OF 410 POUNDS. FACE OF FOOTING 5Ht'LARBWALDREQUIREMENTS GABLE ENDWALL BRAGIN6
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THIGKNE55 OF 1/16 INCH (II.I m) wa (WFGM F 16URE 3.6a)
CLOSET u"', NO GE11 INC
CL BID O a DIAPH AGM CENTER 2x BLO(% H-
HAL WAL WALL ON 5HEATHIN6 JOINT
i 2 NAL
THAI
. . 4" w O REQUIR b p1/V3 pLpE 5C, G EL �
w o BASO ON�HERAW�ANR QUIZ LMEN�S U a
T r,
InE3 /\ TUB H/2 UT NEED T H/3 BUT NEED NOT H
EX ED 15 FT. AX. EXCEED 40 FT. MIX
.
2I G�ARANGE6ABLE ENDWALL BALLOON FRAMIN6
21' G EARANGE 21" C EARANGE
PREFERR D METHOD
FOUNDATION GLEARANGE FROM 5LOPE5 � w
LAVATORIES
IN FRONT OF TUB
RIID6E TENSION STRAP
SHOWER USE 8-8d COMMON NAILS
WATER CLOSETS
EXTERIOR OR BEARING wALL 0 6AU6E SSTRAP I/4
MINIMUM FIXTURE GLEARANGE5
-� NOTCH GREATER THAN RAFTER
" RooF RAFTER 50% of THE PLATE w1DTH T A E3 L E 8301 .4 O "
° Ib GAGE (0054") AND 1.5" WIDE `U
20 6A. STRAP ° METAL TIE AGR055 AND TO EACH v
Bd NAILS e NAIL EACH NOTCH WITH B-Ibd RIDGE BEAM MINI MUM UNIFORMLY DISTRIBUTED LOADS (PSI) —
EAGH SIDE ° RIDGE TENSION STRAP DETAIL
° •—
,..; TOP PLATES USE LIVE LOAD
+ , � EXTERIOR BALCONIES 60
l�
PIPE n�\J V
DECKS 40
5YP5M BOARD INSTALLED IN L F
{`AN d NAIL AT b" O.G. ACCORDANCE WITH WFGM TANLE 3.1 PASSENGER VEHIGLE GARAGES 50 L A
ALL PANEL ED6E5) ATTIC, WITHOUT STORAGE 10
TOP PLATE`TE FRAMIN6 ATTICS WITH STORAGE 20
Simpson Strong-Tie Simpson Strong-Tie TO AGGOMMODATE PIPING Wp �J
Pi i� INSTALLED IN ACCORDANCE ROOMS OTHER THAN SLEEPING ROOMS 40
. '�� A35- Ghimney Framing Ibd NAIL AT 24" O.G.
WITH WFGM TABLE 3.1 5LEEPING ROOMS 30
2 CORNER BRAG DETAIL 8d "AIL AT b" O.C. ON ALL
, .,
3 ROOF RAFTER / RIDGE DETAIL FRAMING MEMBERS AT (PANEL 5T41R5 40
' 3
SCALE: N.T.S. �� SGALE: N.T.S. FRAM N6 MEMBERS NOT'AT GUARDRAILS AND HANDRAILS 200 seer No
z . <, ` (b) INSIDE CORNER DETAIL PANEL E06E5
EXTERIOR GORNEER FRAMIN6
f 1
The design of this structure Is based upon prescriptive approach using the 6 E N E R.A L.. N O T.E 5, �0 AR
Wood Frame Construction Manual (WFGM) published by The American Forest and ��P M T T
Paper Association. I. All works shall be performed In accordance with all state,
Non-structural elements are based upon The Now York State Residential municipal, local zoning and building codes and ordinances
LT N-3 L E 11 WFGM HIGH WIND EDITION Code-January 2003 havtlgjurisdiction and boat standards of construction
L
�t ,�+, For the Climatic and Geographical Design Criteria, see Tale R30120) on cover practto.
' N � ASL I Ir'' 0 SCHEDULE sheet. � Y'he American Institute of Architects Conditions shall apply
All non engineered lumber to be Douglas Flr#2 or better to all work performed on this project. n �O
NUMBER OF NAILS NAIL SPACING Wind LImitations-Sectlon 8301.2.1 2. The Contractor shall verify ail conditions at the site. Any 9 2406
JOINT PE5GRIPTION Design Griterio-Section R301.2.1.1. (See Table 8801.2.1.2. for Wind-Born Debris discrepancies mot be brought to the attention of the Architect OF Nv
•' , Protection prior to commencement of construction. The Contractor shall be
To TOPP 7£ OE-NAI ED) 4-bd PER RAFTER Fastening Schedule For Wood Structural Panels) responslble for corrections not reported once he has started work
4-bd PER JOIST Dead Load-Section 8301.3 except for hidden Job conditions. Z
^' - _ Live Load-Section 8301.4 3, Contractor shall guarantee to the Owner that all materials and, 0
YY ."
- 'P " ILED 9-16d £AGN LAP Light and Ventltatlon-Section 8303 mecc�Iulpmmnt incorporated In the work will be trerr, and that all work -
9-Ibd EACH LAP Minimum Room Area-Section 8304 w,,I be of good Quality, free from faults and defects for a period
T " P T I £-NAI D Gelling Height-Section 8305 of ane year form the date of the final GsrtlPicate of Occupancy.
b-bd PER TIE Sanitation-Section 8306 4. The Architect shall not be responsible for the construction means, -
' Toilet Bath and Shower Space-Section 8307 method, toah�,ques, sequonces or procedures, or for the sofoty a
I
ITOE-NAILED)
2-bd EACH END Glazing-Soetlon 8308 precautions and programs In connection with the work, and he
O I 2-I6d EACH END Garages and Carports-Section R3011 shall not be responsible for the contractors foNte to carry out n
), MALL FRAMING Emergency Escape and Rescue Opening-Section R310 the work In accordance with the aonetructlon doaunents. The w
I. Exit-Soction 8311 Archltect shall riot be rosponoble for the actt or omission by �
_ 2-Ibd (SEE NOTE 1) PER FOOT Landing-Section 8312 the contractor No chdVisss shall be made In the documents
Ramps-Section R315 and/or the building as designed without the expressed written
" 4-lbd JOINTS - EACH 51DE consent of the Archltoct.
7 I NAI Stdlrwa4y-Section 8314
" ' - 2-Ibd 24' O.G. Handrail-Section 8315 . 5. The contractor and all subcontractors sholi mointan continuous p
a a " Guards-Section R516 Insurance cover statutory policies (Worker N
"' Ibd b" O G. ALONG EDGES Smoke Alarms-Soctlon R317 p90
°' �,,. ''1- '' - . I CompoRxatlon,etc) and general liability in an mount not w
2-Ibd PER 2X4 STUD Foam plastic-Section 8318 less than s 5 million and automobile liabilityand damage K
'#P OR00"* PLATE TO !rTUD"(£'NP-NAILED) Flame Spread and Smoke-Section R3111 cover not less than s 2 million. The Architect shall be
3-16d PER 2X6 STUD mulatlon-5ectbn 8320 `'�` FLOOR TO FLOOR
�t named insured on any and all policies.
4-Ibd PER 2X8 STUD Dualling Unit 5eparatlon-Section 8321 6. Provide 0.025" aluminum termite shield over fibrous
Moisture Vapor Retarders-Section R322 Insulation at all perimeter sills. SIMSON STRONG - TIE
ATE TO FLOOR JOIST, BANDJOI5T, ENPJ015T OR BEAKING Protection Against Devay-Section 8323 CONNECTION
Protection Against Termites-Section R324 7. All wood In contact with concrete or masonry to be WolmaNzedl I`15TA36
e ,NAILED) 2-Ibd (SEE NOTE 2) PER FOOT or pressure creosoted.
Y Site Address-Sectlon R325 6. A single station smoke detector alarm device shall be installed
,` r1 FLOOR FRAMING Accessibility-5ectlon R326 In each bedroom, on all floors and shall be all Interconnected per code.
Flood Resistant Construction-Section 8327
� Til AILL. OP IRR (TOE-NAILED) 4-bd PER JOIST 9. All bathrgom without operable windows to be mechanically ventilated
JOIST (TO - D 2-bd Foundation-Chapter 4 as per New York State Code.
` Design based upon presumptive load bearing values of sandy gravel and or 10. Heating to be designed to provide 70 degrees F. with outdoor
Topp OE- I 3-Ibd gravel at 3000 pounds deal red air-temperature of O degrees F. and 15 MPH wind. - -
II. All electrical work to be In accordance to the rules and ~
" T L 3-Ibd per square foot. Contractor to consult Arcitect if different soil materials are regulation of N.YB.F.U. and a.N.YB.F.U. certificate Is tL I '
found upon excavation, LU wry
'T M - SNA 3-bd PER J015T or teak hole, for alternative footle and foundation wall dell to be presented to the Owner at the completion of the jdb.
<. ;f g design. 12. Plumbing Instaflotion to comply with State and Local codes
.''. " "I T 7 - 3-Ibd PER JOIST and.the sewn dl al tem to meet Health D artment standards.
3 Ibd PER J015T Foundation Notes: 'pin ' °� z
t ., TO OP - /2" Ancor Bolts (5578-28) Seo chart on this sheet far spacing - 19. Do not scale drawings. d figure dimensions qn y.
" 8" oared concrete Foundation wall, B'-O" hl 3000 >s test 14. All work to conform to the rules and regulations of the New York
OF SHEAT N6 P gh' Energy Gpnversatlon Construction Code. All lazed proa to to double t (�
4¢ ',
minimum depth-Section 403.1.4, 48' minlmum coverage to top of footing lazed and all exterior door to have Insulated Coro$. v '
bd (SEE TABLE 3.8) g t]G
" a Ib"x8" poured concrete wall footings, 3000$ test (5, the insulation protection as indicated on these plans excoods
r
• -'IY 2-1 3/4"x11 7/8" Mlorolom birder (or 3 I/2'xII Vo
8" Power Boom) p
_ y the Code'& mWmum standards.
TM" > r• a M • 2-bd PER SUPPORT 4" poured concrete floor slab with bxbx>tl0 mash and vapor barrier Ib, These drawings and specification ere Instruments of service and I
OR, l,)�f Damp proofing at exterior foundation below grade-Section R40b shall remain the property of the Architect whether the project For --i
3-bd PER SUPPORT 30"x30"x12" deep poured concrete column footings, 30000 test which they made Is executed or not. They may not be used -
G I N6 5HEATING Deck and porch Flootings as noted, 3000# test, 48" minimum burled.depth an arty other project. except retained written site supervision,
of the Architect. �
s 5d COOLERS " EDGE / 10" FIELD 17. Architect has not been sogfor site request on, y the
- Inspection and certifications a4`re Vireo Or requested by the Owner, p
Foundation wall to extend a minimum e," above finished ado 51 N 5TRON6 - TIE
p contractor or local building doper rent. z
WALL 5HEATING All footing to be carried down to undisturbed loll MT 12 u1.1
PANELS bd (SEE TABLE 3.9) No footing shall be set higher than a 30 degree angle from any other Pooting p
w Pour no concrete on frozen ground or In freezing water. LUI
�. PANELS Provide 3 I/2' steel lolly columns. UPLIFT - CONTINUOUS PATH CONNECTORS p
bd 3" EDGE / b" FIELD Bockfnl shall not be placed against the wall until the wall has sufflUent C
I ) „ strength and has been anchored to the floor above, or has been sufflclently
bd 3 EDGE / b" FIELD USE SIMP50N STRONG-TIE CONNECTORS
braced to prevent damage by the backfill (section R404.1.7) FOLLOW PRODUCT SELECTION GUIDE AND ,
-OMM KA ARD 5dGOOLER5 " EDGE / 10" FIELD Floors - WFGM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT
bd (SEE TABLE 3.Q) Floor Framing shall be nailed In accordance with Table 3.1 WFGM HI6I# WIND CONSTRUCTION CATALOG G-HWO2
EDITION. LTP4
A bd (SEE TABLE 3A) Draftstopping - Section 8502.12 ANCHOR BOLTS IN FOUNDATION USE: `
u, µmL BOARD 51ATIN6 Flreblocking - Section R502.13. 557828 WITH BEARING PLATE, SEE FOUNDATION
NOTES FOR 5PAGIN6
n • 2-bd PER SUPPORT Floor Construction, Loa `
1 *, OR I V" 3/4" plywood subfloor, foaten per Table 3.1 WFGM.
PER SUPPORT
3-� Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE O.C. RIM JOIST USE:
' LT9�4 16" . AT EXTERIOR PERIMETER
r - Fasten per Table 3.1 WFGM.
FLOOR SHEATIN 2-2x6 0GA sill with termite shield and sill seal. AND GARA6AILS AT GAMMON WALL
USE (4)-Bd NAILS AT EACH END
7
STURAL PAfN°L5F1msh floors per agreement.
� f „ ,I '•, bd b" EDGE / 12" FIELD Wall construction - WFGM Proscriptive Method. 6ARA5E STUD GARAGE SILL PLATE USE:
w ' _ IOd b" EDGE / b" FIELD Hollfroming andflnlshing shall be nailed and or screwed In accordance with SSP CONNECTOR AT Ib" O.G.
SfiT+ATIN6 Table 3.1 WFGM USE (4)-bd NAILS AT EACH END
1x6 fascia, wrap 51LL PLATE TO RIM J015T AND
""- i' ' • bd PER rJJPPORT Overhangs
as noted. RIM JOIST TO STUD CONNECTION USE:
2- (Z
RT MTS 12, Ib" O.G.
3-bd PER SUPPOVinyl vented soffits. v
,a. • ;; Alluminum gutters and leaders.51ding: see Elevations. USE (4)-8d NAILS AT EACH END RR I
FLOOR TO FLOOR CONNECTION USE: RIM J015T TO STUD CONNECTION
.),.
1" NfVt: IR�„N1'SAREA BASED ON WALL 5HEATING NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL 5HEATING IS NAILED 3" ON-CENTER Tyyv pit housewrap.
7$1 1�2" plywood shooting, see fastening schedule, Table 3.1 WFGM. «STA 36, Ib" O.G. 3
,n,,;,t'+ A� 2x4x Studs a Ib' o.c. with 2x4 shoe and double 2x4 late USE (4)-bd NAILS AT EACH END
W SWAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS P w
LAT'LS I/2" Gypsum wall board RAFTER TO STUD CONNECTION USE: 0
t)raPb `Tp MAINTAIN THE LOAD PATH. 5/8"Type X GWB In garage.
SHEATINEB'GONTINIKIUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITER TO BE REDUCED TO 1/2" 4 6WB In wet areas MTS 12, EACH ROOF RAFTER
51MKJON STRONG - TIE
¢;`'I-bN-NAIL P' k FOOT. At least one window in each sleeping room shall comply with the exit reglromenta USE B Ibd NAILS AT EACH END MT530 OR M5TA36 SI.
'+ of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE:
Note drilling and notching limitations in figure 9,602.6(0 for bearing Halls and I'n EACH ROOF RAFTER
Ir r' �ftABLE 52 AW-CM HIGH WIND EDITION) figure R 602.6(2) for non - bearing Hal is. DECK P05T TO CONCRETE CONNECTION USE:
POTTM PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RE515TIN67 LATERAL Follow exterior corner framing detail figure 8602.10.5 pg544A FOR EACH P05T
-PAM assemblies - WFGM Prescriptive Method DECK P05T TO OIRDER CONNECTION USE. STUD TO ROOF RAFTER
r Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section PC44 FOR EACH POST Iry-
r A 5pRR E1FLT CONNrzCTIOI FOUNDATION BRAGING WALL PERMITER MAXIMUM ANGOR BOLT 5PAGIN6 R1105.6) GONINEGTION
SUPPORTING EDGE NAIL 5PAGIN6 (IN) (1/2 ANGOR BOLTS) Underlayment appllcatlon (Section R905.2.7) GIRDER TO DECK J015T CONNECTION USE: O
v _ For roof slopes of two (2) units vertical In twelve (12) units horizontal (17- MT512 O EACH JOIST
' ' a PCIE
A'TB TO FOUNDATION I STORY ALL 46 percent slope), r
N ''-{ :31?AGE 011tt Bu!14Ef1EfAT) 2 STORY 23 23 up to four (4) volts vertical twelve (12) units horizontal (33 -pmrcent slope ), PORCH PD9T TO DECK USE, tr
underl°yment P5720 (ALIGN WITH JOIST BELOW)
I .,� ,�1sCkF'f6M PL,A'fE Tp POl7NDATIOW 1-2 STORY 3 111 shall be two (2) lyers applied In the following manner. Apply A 19-Inch (483)strip ,
6 36 of PORCH P05T TO GIRDER U5E, PS720
,,(,l � underloyment felt layers with and starting at the eaves , fastened sufPtclently to PORCH ROOF RAFTER TO 6IRDERU5E,
hold In lace. H2.5A AT EACH ROOF RAFTER TABLE �.8
� AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMP50N ,SEE DETAIL. p -
Starting at the save , apply 36- Inch wide (1114 mm( shoots of underlayment,
1 4%14 AWI?GM A60 WIND EDITION) overlapping 5HEATIN5 LOCATION STUD 5PAGIN6 5TRUGTURAL SHEATHING MAXIMUM NAIL 5PA6IN6 S
SILL bFi, i OTT« PLATE TO FOUNDATION ANGOR BOLT GONNEGTIONS RE515TIN6 LATERAL successive sheets 19 Inches (463m 0, and fstened sufflcently to hold 1n place. OR PANEL SIDING FOR bd COMMON NAILS
r+ For roof slopes of four (4) units vertical In to Wa (12( units. `
, LOAD$ i NOTE I (INCHES O.G) E NO 3 1/2" ANCHOR BOLTS � v
Ice Protfctlon (Section R0105.2.1.0 4" PERMITED E 6 NOTES
ATIN6 LO(rATION STUD 5PAGIN6 BRAGING WALL PERMITER MAXIMUM NAIL SPAGING underloyment In High wind (Section R905.2.72) EDGE ZONE Ib
OR PANEL SIDING FOR 8d COMMON NAILS Flashing (Section R905.2.6) F b SEE NOTE L X
- - TE (INCHES O.W SEE NOTE 3 1/2" ANCHOR BOLTS Enorggy and Fincy - Cha - Chapter 10
Energy Efficiency - Chapter II, see attached report INTERIOR ZONE Ib E b
6 Mechanical - Chapter 12 F I NOTES , \'vvv,,,,,,JJ\J\ p
'i "• 16 E General Mechanical System - Chapter 13 E 4 SEE NO 4) v a
A
Z g �P P GABLE ENDWALL RAKE AND RAKE TRUSS
.r"",# F 12 SEE NOTE 2 Healing and coolie a ul rent - Chapter 14
6 Exhaust 5ustem - op r 15 F 4 SEE NOTE 4
iwl' IOR ZONE Ib E Duct System - Chapter 16 E= NAIL 5PAGIN6 AT PANEL EDGE (IRA
Y _ i • F 12 Combustion Air - Chapter 17
•`� Chimneys and Vents - Chapter Ib F= NAIL 5PACINP AT INTERMEDIATE SIUPPORTS IN THE PANEL FIELD (IN) sees
r" SPAGINr AT PAf1EL 06M (IN)Nq'TJAIL Plumbing - Part VII I. FOR ROOF SHEATHiN6 WITHIN 4 FEETT OF THE,PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
,, SIDE OF THE ROOF PEAK, THE 4 FEET PERIMIETER DISE ZONE ATTACHMENT ReMIREI-ENT5 SHALL BE USED. 5HEET NO.
MtAkiL SPASI A'rT INT'ER,MItDIAAI'E SUPPORTS IN THE PANEL FIELD (IN)
ATIN6 WITH 4 f�ET OF THE CORNER, THE 4 FEET ED6E ZONE ATTACHMENT 2. TABULATED 12" O.G. NAIL 5PAGIN6 ,A55Uh1E5 SHEATHING ATTACHED TO LINO 5PACINe FRAMING
L � MEMBERS WITH X0.49. FOR FRAMING MEMBERS WITH 0.42tG<0.49 THE NAILING SPACINGS SHALL BE REDUCED
T'@9 t,",[A.O.C. NAii, SPACING A9tME5 5HEATING ATTACHED TO STUD FRAMING MEMBERS WITH �" TO b IfIChEh4 O. G.
FRAMING 1'�N1BCTi5 'WITH 0.42<6<0.49. THE NAIL SPAGIN65 SHALL BE REDUCED TO b' O.C. - ( 3, TAB yLAWIT b° O.G. NAi. 4'. sR6GI Ih MEMBE5 SHEATHING ATTACHED TN RAFIEWA.CINS FRAMING
�0R PANEL SIplNG , GALVANIZED BOX NAIS SHALL BE PERMITER TO BE SUBSTITUTED MEMEI:RS WITH 4>0.49. FOR FRAMINQ MEMBERS WITH 0.42<6<0.49 liiE NAILIN6'5PAGIN65 SHALL HE REDUCED
TO 4 INGHES O. G.
"tat A r ),NAIL ,a' 4. 7AHUI.ATED 4° aG. NAIL 5PA1MHE
GIN6 A55E5'9AlHING AME
TTAGD TO RAFTER/TRU55 FRAMING
MEf4B,LR5 WITH 810.49. FOR FRAMING MEMISLRS WITH 0.42<B<O.49 THE NAILING SPACINGS SHALL BE REDUCED
TO 5 INCHES 0. G.
..r Date. •-``A
Applicant/ � '
Owners Naiile:, Reviewed: 31
Architect/ Qate:
Chgineer:. C• _ Submit(ed:
SCTM #:
pislrict: (,Q00 Sec(iou: Y Block: _ Loi:
Project -� Subdivision
I..ocation: 570 01-IL PDQ i; c�sT LwC '_ Name:
Sill Ic &I separate Required -_
CNI(J.cation: (Yes f No)
Zoning District:_ IUt size: -S,U Acmal: (L_I 11-01 cuvcragc AlmpuNed
Rcq. Rcq.
(Froal 1'ard Propoicd: '�I' (Side Yard 0 Proposed: ' j (Rear Yard Proposed,
Project Description:
CC1C'S , EIZMITS c i t
R,OUTR]tD EO—R REYIEW N.A. N4_ YES Nymber
Suffolk County Health-Dept.
Now York State . D. B: C.
Town Tnastees
Town Zoning Boatel approval:
Town Planning Board approval: �.
F1ood.Plane Blovation 777
Flood Zone: 7,1� .k) . —/-... I-&