HomeMy WebLinkAbout30382-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31623 Date: 06/21/06
THIS CERTIFIES that the building DECK ADDITIONS
Location of Property: 1000 WATER TERRACE SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 88 Block 6 Lot 13 .24
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JUNE 2, 2004 pursuant to which
Building Permit No_ 30382-Z dated JUNE 8, 2004
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 ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to TIMOTHY J & MARY E. KILCOMMONS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
AlEfthorized Signature
Rev. 1/81
• Form No.6rr _r ,
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL JUN 14 ^ 6
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANC.0 ----
-
- j
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
Date.
New Construction: Oldor Pre-existing Building: y �(check one) CCO
W
Location of Property: '��� aief e cra oCi sw+ 61 J
House No. 1J �yJStreet l Hamlet
Owner or Owners of Property: //✓�d(2tj �/�/ply A)Ical1�/nons
Suffolk County Tax Map No 1000, Section Qg Block 1p Lot )3 2
Subdivision Ah d shy u Filed Map. 9747 Lot: ZZ
Permit No. 3 O_,S 82- Date of Permit. 6 8 ¢ Applicant: ✓lmo��y ✓c /(ommo✓/s
J
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: V/ (check one)
Fee Submitted: $
Applican ignature
Y�ze,. �oY3
CC) t 3JG �
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. 30382 Z Date JUNE 8 , 2004
Permission is hereby granted to:
TIMOTHY J KILCOMMONS
1000 WATER TERRACE
SOUTHOLD,NY 11971
for
DECK ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR
at premises located at 1000 WATER TERRACE SOUTHOLD
County Tax Map No. 473889 Section 088 Block 0006 Lot No. 013 . 024
pursuant to application dated JUNE 2 , 2004 and approved by the
Building Inspector to expire on DECEMBER 8, 2005 .
Fee $ 150 . 00
A 71� Signatur
ORIGINAL
Rev. 5/8/02
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATky
00
ION(1ST) y
a
-------------------------------------
FOUNDATION(2ND) rA
z
0
0
0
ROUGH FRAMING& 0
H
PLUMBING F y
�I
l�
INSULATION PER N.Y. � y
STATE ENERGY CODE
FINAL
N-
ADDITIONAL COMMENTS
s
3 '0
Z
m
X
_I
ro
� H
x
J x
e
ro
y
�O�y,pF SOUTyo�
COY ,
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING {FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
O ,
DATE INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ /FOUNDATION IST [ ] ROUGH PLBG.
[ ] FNDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE 20 ® INSPECTOR
i
...r
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET r ` VILLAGE DIST. SUB. LOT Z Z
I , . , erg (CiC2 SOLI` 1
O « 5 c iF 7R
�st'1 ,C Or- S Aes� las � a
ACR. Z REMARKS J/_ _ IZ3I �lS
TYPE OF BLD.
—Lr a - itmbrr l-k�►rrs nE-
YYl? '1C PROP. CLASS I I
o 1
�heOra-e ct o�ela �tcxta is 1 ZM f2e�o2keOl
LAND IMP. TOTAL DATE _ j`II�nM ryy)n�
Z-7 D v D i(:) q ---
I2Ub -
12,00 670V Q
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
BULKHEAD HOUSE/LOT
TOTAL
■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■
- -�� Interior h
• Fire Place ��� .
TOWN OF �OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUIL�ING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 G Survey
www. northfork.net/Southold/ PERMIT NO. ���0 2� Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined �' y ,20 Contact:
Approved 20� Mail to:
Disapproved a/c
Phone:
Expiration ,20__)_
utld' ec
.m� APPLICATION FOR BUILDING PERMIT
" 2 Date 20
a INSTRUCTIONS
a. T app4txnrt lyIUST be co> p etely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans,_ a e 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.
(Signature pplicant or name,if a corporation)
/000 hla6l- 7e—rw¢ EoAl..l Ny//97/
(Mailing address of appfic t)
State whether applicant is owne lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises TwAy T Kilcommons
(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. 1JJA
Plumbers License No. t/ q
Electricians License No. J
Other Trade's License No. q
1. Location of land on which proposed work will be done:
1000 W olou Terrace sm o%l IVY //97/
House Number Street Haml t
CountyTax Map No. 1000 Section E S Block /o Lot /3.24
Subdivision n l Shores Filed Map No. U Lot 2Z
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancySi�Famdy bW61ing
b. Intended use and occupancy Two-+ter deck/ in reqs 4 6u jdinq (wuoa-{f-aAe deck)
3. Nature of work (check which applicable): New Building Addition V/ Alteration
Repair Removal Demolition Other Work
D i o0 (Description)
4. Estimated Cost 5CW Coo ' V Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units n) R Number of dwelling units on each floor N�q
If garage, number of cars rJ
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A
i u
7. Dimensions of existing structures, if any: Front 3-44 Rear 32'4 Depth 2$'4"
Height 3011 Number of Stories 2
Dimensions of same structure with alterations or additions: Front S2 4 it Rear '>2-
Depth
2Depth 26'4"+i2'dejc: 46'4' Height 30' Number of Stories 2
8. Dimensions of entire new construction: Front N/A Rear29 �9 l Dep 12 /
Height 12.4 Number of Stories 2 i 0-0. ✓c
9. Size of lot: Front 97.9 6 / Reaz 70.50 Depth 245.32 l
10. Date of Purchase 12 06 Name of Former Ownerr /-3dw't-1 Nomes
11. Zone or use district in which premises are situated AeS idxii I
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES_NO J Will excess fill be removed from premises? YES NO
14.Names of Owner of premises MoMfOns Address 1OoO l� ErTerrgte, Phone No. 765-1695
Name of Architect Address Phone No
Name of Contractor N A 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 BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAYBE REQUIRED. N0 Mc mi�l l'rd. Seco �Ma/
dui ld lno perm 4 fir J=Vo*r Trace.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF )
-7—lmdX i/ J7 Kllcommons being duly swom, deposes and says that(s)he is the applicant
(Name of fridividual signing contract)above named,
(S)He is the Ot.,iner
(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 ��f,/
day of 200
Notary Public tgnature of Applicant
CONNOLLY
NNotaryPubiio,State of New lbrk
Na. 52-5952385,Suffolk County
Commission Expires August 31,20fQ�o
APPLICANT: DATE SUBMITTED: /04
SCTM# DISTRICT: 1,000, SECTION: , BLOCK:A, LOT: (3,jgSUBDIVISION:ADDRESS: 1000 W OAC, %I est a ceCITY: ZONING DISTRICT: "—CONFORMING?A)
BUILDING PERMITS OPEN/EXPIRED: PRE 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 NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1'9,9,77 1ti
1000-25.Merger.(A nonconforming at any time a
REQ. LOT SIZE: SACT. LOT SIZE: 3 Q. LOT COV.s� —ACT. LOT COV.
REQ. FRONT PROP.FRONT REQ SID P S i ACT. SIDE r
REQ. REAR S', PROP. REAR REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: 72CIC
ESTIMATED PROJECT COST:_ CL ARCHITECTffIVMNEER: /C&r, Mfir
WATERFRONT? ,*_DESCkIPTION: "' PANEL # FLOOD ZO
N�.(
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH PT: YES or O, ED#): DTE:_/ / PERMIT#:
TOWN SEPTIC RECEIPT: Y N
NEW YORK STATE DEC: 91 i75 YES o DTE:_/_/_ PERMIT#:
SOUTHOLD TOWN TRUST ES: YES o DTE _/_/_ PERMIT#:
TOWN ZONING BOAR/D-APP.ROVAL: YES o DTE:_/_/_ PERMIT#:
TOWN PL 'Y. BOARD/APPROVAL: YES or DTE _/_/ KRMIT#:
TOWN HISTORICAL jPRE(SPLIA): YES or / /
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): ES r NO
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: o SF FEE FEE FEE
1. ( SF)- (_ SF)= SFX$ _$ +$ . +$ _$
2. ( SF)- ( SF)= SFX$ _$ +$ +$ _$
3. C__ SF)- ( SF)= SFX$ _$ +$ +$
AL OTAL: $
t
NEW YORK STAVE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B
Weathering:Severe 7hteldUnderlay:
epth:36" Termite:M-H Decay: S-M
Design Temp: 11 I YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA:ENGINEERED/PRESCRIPTIVE
FULL FRAMING ZGRADEF:-Y/NR
NTS: YIN
HEADERS:Y/NSTUDS: Y/N GIRDERS: Y/N
CEILING JOISTS:YJOISTS:Y/N ROOF RAFTERS:Y/N
LUMBZR SPECIES
DESIGN LOAD CALCULATIO /N
LIVE: Y/N DW Y/N OW:Y/N SEISMIC: Y/N WIND:Y/N
WINDOW oOR SCHEDULE:
0 REQUIREMENTS: Y/N l
SS 5.7 S.F.: Y/N i
� f
T�h 1HT 8%: Y/N
VENT 4%: Y/N l l
NAILING/CONSTRUCTIOZN
DULE: YIN
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGN
LOCATION OF FIRE P TECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: YIN
ENERGY CALCS: YIN
TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)
1
JUN 1 4 ^ 3 yp
C1(__
1'�
hI" O VJEL \N00b DICK bUITIONi L0T57AND8
FOR MR. &MRS. KILCOMMOW S
RESIDENCE SITUATED AT
1000 WATER TERRACE W
sss°La•os"E 15.0(r �
SOUTHOLD) N.Y, -aso.00' �`g7'96
1
R•ssaa
S)T£ DATA' L-40-W
�aHc A„ 7�E2stss �ar� 1
l✓tZdNT YARD' EST. Zoe AVG SET(ACK ' LP20
l fYAR.D 1 25 MIN r u
LOT 2s o O� /
SY. NEIN 1 S MIn) m y N
Sy ToTAL" 20/ of WIDTH (ISUK) m A 33.+ 22.o N >
c� 38.5' tui
z 2zou
lep
HEICj}17 2.5STORIFs/30 MAx.AVG F{RpUE ROAD CI'oWN �
TOTAL Ub(C PKEA'� 25/ OF SITE AREA03
TAX M4,Ppoo-$S- lo- 13.24 N o
M m FPC" COUM'YDEPARTf. Nr FHEALiN SE1YlC'$
N AP7POV.,LOTC4 w' SVORlG9sdR+ A SINGLE IPAMILY
N D a !'7 Z 7
N.Y.ICr Na
TABLE 1609.1,4 T7e awep acJ and wd"VA*&M&I
WINDSORNS DEHRZS PROTECTION FASTENING SCHEDULE irapeRdatq,Ma flMlryrhyDL ,,,pkawn
FOR WOOD STRUCTURAL PANELS"' c SEPTIC LOCATIONS �x�tef POR 70 Oman le:Mlavir
FASTENER SPACING (inches) CORNER CORNERS
SPPIC W• KL' r,
2 feet 5 4 feat < 6 feet < 7 ° h� V- ~
Panel span panel span panel span Panel span LLP3 2W e9 pO\N��P)
FASTENER TYPE 5 5 S 2 feet 5 4 feet 6 feet a feet
2-1/2 # 6 Wood screws 16 16 12 9 GAO
2-1/2 # 8 wood screws 16 16 16 12
For 9I: 1 inch = 25.4 mm, I i
1 foot 304.8 mm, f L..OT PLAN (SCALE : I'°50
1 pound = 0.454 kg. A2.ER INDICATES PROP°sED DECK
1 mile per hour - 0.44 m/s.
a. This table is based on a maximum wind speed (3 second gust) of 130 mph PLOT PLHA� iN o TAKEN FRAM SVRVtJ n/aT Cr-:T25 2000
and mean roof height of 33 feet or less.
OF AND PEiZfORMED 24 17E5 fIN q , (j W:
b. Fasteners shall be installed at opposing ends of the wood structural 9 LAND SV RVEYoIZ
penal. oo f -73 1^ OWLN`r1N RD
to 3 * RLX Kf PT N 11776
c. Where screws are attached to masonry or masonry/stucco, they shall be o
attached utilizing vibration-resistant anchors having a minimum ~ 5=
withdrawal capacity of 490 pounds. 07359A t�� IS50ED Fov &UUy ?EM)T,
tq`FSs% J vNE Z Y4
OF�I�
APPR VED AS NOTED
COMPLY WITH ALL CODES OF DATE: 6 B.P.III
3Ssa
NEW YOR STATE 8 TOWN CODE
AS REQ D AND CONDITIONS OF FEE. BY:_ 5d
SOUIHOLDTOWNZBA 76NOTIFY BUILDING `EPARTMENT AT
5-1802 8 AM TO'4PM FOR THE G
SOUTHOLDT WOOD DECK AbbITICaLOWING INSPECTIONS: LOTS7ANDa
1. FOUNDATION - TWO REQUIRED
sot!>NOLD�S&MRS, KILCOMMOWS FOR POURED CONCRETE
NNS.DEC RESIDENCE SITUATED AT 1 2. ROUGH - FRAMING 8 PLUMBING
1000 WATER TERRACE 3. INSULATION
4. FINAL - CONSTRUCTION MUST S 39•14'09'E 15.00'
SOUTHOLD N.Y. L_gT,9fi 1
� BE COMPLETE FOR C.O. =3so.00'
ALL CONSTRUCTION SHALL MEET THE R'2S00
SITE DATA,'. REQUIREMENTS OF THE CODES OF NEW
�aniE "A" " pYORK STATE. NOT RESPONSIBLE FOR TIE2U.W mar
FrzaNT JAPD', RST. WO'A\46 SE72ACKESIGN OR CONSTRUCTION ERRORS. LP20 o
Lorna 61.w
rA>ZYPR.D 1 25 rAIN m u' /
SY. N191N ( 5 Mlnl v o ` s
Sy r0-rAL1 20% OF wlbo 6I51MIN) rna A 33.4 N T-s aS
O22A L GAR
2
HEIGHT '. 2.SSTORIES/3p MAX.AVC, AMvE GOAD CRDWN ?
TOTpL nb(C PREA', 25� OF SITE AREA w
TA,% Pr1AP# (poo-$g- 6-13.24 N g
ALL CONSTRUCTION SHALL
CI
MEET THEREQUIREMENTSOFTHE '�" MUM-DEMRT7aW isHMTHSEtW=
CODES OF NEW YORK STATE ^' ARADV;ypf{b tivoAv
ASML&PAMII.Y SPDX
2 2000ecs x:Na -�
TABLE 1609.1.4
WINDBORNS DEBRIS PROTECTION PASTEWING SCHEDULE 4TM Ywapd9c'J�ti°
FOR WOOD STRUCTURAL pANBLsa,b, a �'aPatrdu4kft nedlytAh � e�°etl�hwlss
— ---- SEPTIC LOCATIONS + taIPOR Q. B °'° 'w4m�tr
ED
PA$TENBR SPACING (inches) CORNER CORNER
SEPIC IS! 5T
2 feat 5 4 feet i 6 feet < LPI 27 WT
Panel span panel span Panel span panel span � N 49
FASTENER TYPE 5 2 feet S 4 feet S 6 feet S 8 feet G'OPRpO�N
2-1/2 # 6 Wood Screws 16 16 12 9 - - -
2-1/2 # 8 Wood Screws 16 16 16 12
For SI: 1 inch = 25.4 mm,
1 foot 304.8 mm, n-oT PLAN �SCA�E- ��°5O �
1 pound = 0.454 kg. (HATCWED PQ,EP. IN DICATES PKoPOSED bECK�
1 mile per hour - 0.44 m/s.
a. This table is based on a maximum wind speed (3 second gust) of 130 mph pL� pLP1jINp0. TAKEN FROM SVR�� RATED OC?.25 200p
and mean roof height of 33 feet or less.
�F �F ` AND pEIZ40RMED ay : DEs-rIN G , G FAIF
b. Fasteners shall be installed at opposing ends of the wood structural 9 Lt,WD SURVEYOR.
Cpanel. eKC--Ky FT N Y 11-778
� 73 WOWIA Irl RD
��r 3 *
OCUPANT rews are attached to masonry or masonry/stucco, they shall be o ¢
V utilizing vibration-resistant anchors having a minimum r 5= 2
w 1
capacity of 490 pounds. 07359A
P p ISSUED F9R 3lDG PERMIT:
USE IS UNCAM) FLOOD ZONE �' Q SS11 DUNE
WITHOUT CERTIFICATE COMPLY WITH CHAPTER•46• DWS rl�. A-1
FLOOtY DAMAGE PREVENTION
OF OCCUPANCY SOUTTHOLD TOWN CODE.
4
61 S 0„ yo S, o: $ _ 4 .6 4
4 9 , 1 " '-6" E� 6
_
4"CAW-RETE SIAa LINE OF STAIRS ABOVE
12"DIAMETER SONOWIRe ~ —�4—` — `1 ''z' 1, 2
3 O" MIN.DEPTfi
r (,TyP. F:OR 8�
2}2'rIo"GIRDER E W OF CK
$ I NEW, DECK 2'b Io"GIRDER
N a I I
4"CONCRETE@ k z
a O @)
SLABa SASE I O lo" aLoCKIN ^ ~
pF STAIRS x �5 — G
N N " P,FOROP✓'ER 8 LOWER Y
N _
� O v
AS_ 2'x10"WWD LEDrAER 61
Lhl; BoLTED'rBEXISTINC� N 3
L, RESIDENCE ;3@ 13"(a/8 d7 Z
�-EX15TING I 'DEN10.NME: STRIP EXISTING SIDING
FOL)NDATION AS REGtiD
i
I
I EXI SPIN Gl,_BASEMEh1T
ISSUED FOR EUILpI% PERMIT _ �VUE 200;4
4 PRoposED Woob PECK ADDITIoN FOR
t� y MR. AN1J MRS. MCOMMONS RQ�IDENCE
OF
Fnl)f` MTT(ONN Z ERM 11NG P.�_� -t(x*_Wk-rf=P, -rI_RR#6'sE SOUTH,NY
4.
= I)AIE; G/8/O3 DRWN K/ T.K.
0?3594 CHECKED B/: M,6. .
,ss�aaP�- ScALC AS_NOTEA
AWG A-2
291L-91".
13
4 s ACtYP) --- –— WOOD PosT BE w(T,"p) !
`LINE QE r LINE OF Amo RAIL
EDGE OP ST2uCTURAL B O TAFcRCj HAIV1)RAIL BELOW
COMPOSITE
NECK FOR
33tr(CHOSG Rgy 81 Id r/P ! ---- NEW DECK
--.
►�2
(UPPER
( LEVEL)L
HANDRAIL (YbMKIfG CHOE4 BY ok_Z�'-
(TyP,-UPPEP PLOWER 4R 2)2'xWgJRDEK/z
T@II � 6/q=6 composIrE :o
i
Ii
N
NEW DECK (t-oweR LzvG-L)
s/� X
—6'C0M?OS ITE U LKwG ROOF
CTo BE SELEcTEb SY OV4 NER)
W00b POST � � `
$ELOWCTY- o h O i
h
ayI DN 7o SFR 7yz„ �' o rYb �� SLIDEgPATIO bQOR 70GRADE~3"I'CD 11'/2." B--ctIOSEI�L 6y OWNCR
j t
UPPER LEVEL DECK PIAN 2
o _ SCALE: -1, p„ q-3
W! 2110"WOOD LEDGER --.. ---------------------_ _.______ .-_— __ _-_–_.__ _
LAy BOLTEb-%EXISTING
RESIDENCE) S@ 13"O.C,
DOWER LEVEL_ (oeMo,NoTE: sTRIpEW>TINrj l
3mwt4E4-_P's REWl1ma)
DECD PLAN
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PROPOSED \NMb DECK ADDITION FOQ;
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STRUCTURAL Composme
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wopD STAIRS -- —
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WOOD STAIRS
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MRS. KILCOMMONS RESIDCNCE
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FASTENERS TO W tT}i MR. RNID e
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'KK IF %TRAPPING' IS, SkJgSl i'IUTCD FOR
4"x4"P,T. Pus ,' IT SHALL RE DATE MARCH 13,2004 DRAWN BY: TK,
.SCALE I�p/ A-5-51 1 IlmpsolJ Cs-20R CHECKED QY, M,$,
\ csTRAPP)NCj is PREFERRED SCALL: AS NOTED
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W Ln+L] -10+40 = 50 psf
- 10+, 15(40 E21)=55. 5 psi
Bi L B2 __�fJIFORM LOAD __
4—Cei—i► B1-B2 : --- B2 —#►
*** Design Parameters *** i WD= 20 lbs/sq-ft LD= 6 ft- 4 in
WS= 5 lbs/sq-ft LS= 12 £t- 0 in
'Southern Pine - No.2 - Dimensional Lumber - 2x10
Working Joist Size: 1.5" x 9.25" Joist Spacing: 16" on-centers
WJ-Dead= 10 lbs/sq-ft
'.Service Conditons: Dry
WJ-Live= 30 lbs/sq-ft
',Deflection Limit: L/360 (lx span on cantilever)
WJ-Snow= 15 lbs/sq-ft
Drifting Snow Load: WD= 20 lbs/sq-ft and LD= 76" -- Design: PASS --
Sliding Snow Load: WS= 5 lbs/sq-ft. and LS= 144"
Hot Tub Load: WT= 0 lbs/sq-ft and L1T= 0" starting at X1T= 0" (No-r APPLICA&-f') +--LD
Uniform Loads: Dead= 13 lbs/sq-ft Live= 30 lbs/sq-ft Snow= 15 lbs/sq-ft
;Lengths: CB1= 0" LBl-B2= 138" CB2= 6"
� LS
*** Joist Analysis ***
B1 Beam Load: Dead= 72 lbs/ft Live= 173 lbs/ft Snow= 166 lbs/ft Tub= 0 lbs/ft -
'B2 Beam Load: Dead= 78 lbs/ft Live= 188 lbs/ft Snow= 137 lbs/ft Tub= 0 lbs/ft
Uplift At Bl By Each Joist= 0 lbs. Uplift At B2 By Each Joist= 0 lbs. _
Uplift Along Beam B1= 0 lbs/ft Uplift Along Beam B2= 0 lbs/ft
:Minimum Contact Length: At Beam B1= 1.50" on wood and 3" on concrete
Minimum Contact Length: At Beam B2= 1.50" on wood and 3" on concrete I -
Minimum Hanger Capacity: At B1= 548 lbs At B2= n.a. D Ll
5em)rlStress =F6; Actual " 822 PS @5'6Pt Allowable= 1389psi
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Pier Diameter (P) : 12" Pier Height (R+L-T) : 30"
Pier Exposure (R) : 2" Footing Depth (L) : 36" _
Base Soil Capacity: 2000 lbs/£t^2 Soil Density: firm
j Pier Self-Weight: 295 lbs. Footing Self-Weight: 79 lbs.
Total Footing Load: 1397 lbs.
IBC Required Footing Diameter (D) : 12" (.79 ft^2)
Required Footing Thickness (T) : 8"
'Uplift Resistance: 972 lbs. + 373 lbs. = 1345 lbs.
B
Notes:
1. Minimum required concrete strength: 2,500 psi.
2. No footing steel reinforcing bar (rebar) required.
T T I I r c pa P6
c Pa — L Pa-P6 Ph
*** Design Parameters ***
Southern Pine - N0.2 - Dimensional Lumber - 2xlO
Working Beam Size: 3" x 9.25"
Service Conditons: Dry -- Design: PASS --
Deflection Limit: L/360
Hot Tub Load: WT= 0 lbs/ft and L2T= 0" starting at X2T= 0"(NQT AftWL(')
LUS-JUS Standard Hanger Uniform Loads: Dead = 85 lbs/ft Live= 188 lbs/ft Snow= 137 lbs/ft
Simpson Catalog Catalog Catalog Catalog Substitute Substitute Adjusted Adjusted Lengths: CPa= 0" LPa-Pb= 60" CPb= -0"
Joist Hanger Beam Nall Joist Nail Floor Snow Beam Nail Joist Nail Floor Snow
j *** Beam Analysis ***
2X4 LUS24 4-10d 2-10d 640 735 4-1.5"x10d 2-10d [450
5 395 Load On Posts: Post Pa= 1024 lbs Post Pb= 1024 lbs
Pa Unbalanced Post Uplift= 0 lbs. - Pb Unbalanced Post Uplift= 0 lbs.
2X6 LUS26 4-10d 4-10d 830 955 4-1.5"x10d 4-10d 5 515 Minimum Contact Length: At Post Pa= 1.50" on wood and 3" on concrete
2X8 LU528 6-SOd 4-lOd 1055 1210 6-1.5"x10d .4-10d 70 550
Minimum Contact Length: At Post Pb= 1.50" on wood and 3" on concrete
L� 2X10 WS210 6-lad 4-lOd 1275 1470 6-1.5"xlOd 4-10d 80 790 i tend(n Stress =i"6 ) Actual= 358eI5'AllowaJe= IL08pSi
2x12 LUS210 6-10d 4-10d 1275 1470 6-1.5"xlod 4-10d 80 790 ShEarr Q}ress =FY kfoa1 =-38ps,@4 ZFf Allowuble '2dlpsi
USP Catalog Catalog Catalog Catalog Substitute Substitute sted Adjusted Def(er- ion. Actuo I = .018�� Allowable.= 0.167"
Joist Hanger Beam Nail Joist Nail Floor Snow Beam Nail Joist Nailoor Snow
- 2X4 3US24 4-10d 2-10d 64S 740 4-1.5"x10d 2-10d 45 400 .(oRK
2X6 3US26 4-10d 4-10d .840 910 4-1.5"x10d 4-lOd 520
2X8 JUS28 6-10d 4-10d 1065 1 1225 6-1.5"x10d 4-10d 575 660d' M1A
2X10 JUS210 8-10d 4-10d 1290 - 1485 8-1.5"xlOd 4-10d. 695 800 - a TUNE 2004
2) 12 JU5210 8-lOd 4-10d 1290 1485 8-1.5"x10d 4-10d 695 800 r ryJ] 011 1�y
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