HomeMy WebLinkAbout21478-z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No Z-22657 Date OCTOBER 15, 1993
THIS CERTIFIES that the building NEW DWELLING
Location of Property 155 SUMMER LANE SOUTHOLD N.Y.
House No. Street Hamlet
County Tax Map No. 1000 Section 78 Block 9 Lot 10
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JUNE 1 1993 pursuant to which
Building Permit No. 21478-Z dated JUNE 10, 1993
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is
issued is ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to FREDDA GORDON
(owner)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 93-SO-49 - OCT. 13, 1993
UNDERWRITERS CERTIFICATE NO. N-292109 - OCT. 121993
PLUMBERS CERTIFICATION DATED SEPT. 13, 1993 - BERTSAND PLUMB & HEAT.INC
ildiig Inspector
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) ssTT
Date...../........................................ 19..1.
N°_ 214782
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Permission Is hereby granted to:
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.......,7
to .C /N~ ..2........c xC..... ...,L~Aa'/ t~
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I at premises located at...../..,+.,..•••~_/~~//,.
................................................W....
. Block ..........9........... Lot No. ...f
i County Tax Map No. 1000 Section 49; ®
pursuant to application dated 19.. and approved by the
I
Building Inspector,
D
Fee a~ '.Qrr
I
. • • 04 c .
Building Spector
Rev. 6/30/80
b°.y ,.yam « C r w. FORM NO.6
CNt~TOWN OFSOUTHOLD
mr Building Department
CCU' 1 5199,E Town Hall
Southold, N.Y. 11971
765 - 1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Instructions
A. This application must be filled in typewriter OR ink, and submitted n mnw to the Building In"+
for with the following; for new buildings 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 of Health Dept. of water supply and sewerage disposal-(S-9 form or equal).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa-
tions, a certificate of Code compliance from the Architect or Engineer responsible for the building.
5. Submit Planning Board approval of completed site plan requirements where applicable.
B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing"
land uses:
1. Accurate survey of property showing all property lines, streets, buildings and unusual natural or
topographic features.
2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings.
3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa-
tion required to prepare a certificate.
C. Fees:
1. Certificate of occupancy $25.00 BUSINESS $50.00
2. Certificate of occupancy on pre-existing dwelling $ 50.00
3. Copy of certificate of occupancy $ 5.00, over 5 years $10.00
4.Vacant Land C.O. $ 20.00
5.Updated C.O. $ 50.00 Date
NeWConstruction„g,,,Old or Pre-existing Building Vacant Land
Location of Property 5 , , , , , , , , , , , , , , , , , ,WR4 r Lane Southold
House No. Street
Owner or Owners of Property . , ,Fredda Gordon
.....1,•
9 10 1(,=
County Tax Map No. 1000 Section 78 Block Lot....
Subdivision Bayside Terrace Filed Map No. , ,?034 Lot No. 16
Permit No.. 21978.... Date of Permit .6110/.93..Applicant Ri%rg1;gkqq AgrQgq,, Arlq% , , ,
Health Dept. Approval ...93.50.99 Labor Dept. Approval
Underwriters Approval ........................Planning Board Approval .
Request for Temporary Certificate .....................Final Certificate .....X ,
Fee Submitted 25: PP
Construction on above described building applica le codes and regulations.
Applic nt _
Rev. 1040-78 '
C kAt, 46
r~ - I
)i PLY
r
T~1.. 7bS•I$QZ
~OS~FfOLi(~~0 TOWN OF SOUTHOLD
OFFICF OF BUILDING INSPECTOR
j P.O. BOX 728
r~ + ;F TOWN HALL
SOUTH=. N.Y. 11971
C E R T I F I CAT I O N
Date_ September 13993
building Permit No. 214782
Ownernnrhnnv '
avitta (formerly Fredda Gordon)
(please print)
Plumbergertsand Plumbina & Heating, Inc. '
(please print)
I certify that the solder used in the water supply 4xai1r91Y
contains less than 2/10 of It lead. '
plumger's signatuxfi)
I
Sworn to before me this
13th day of September
_ f
19 93 10~
Notary Public
Notary Public,' Suffolk County
EILEEN M. ROACHE
Notary Public, State of Newyork
Qaalifl do in Suffolk County
Commission Expires January 31,192Y
TELD I;:S.`CTION 11DAT.-E COMMENTS
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INSULATION PER N. Y. 3
STATE ENERGY r
CODE
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Riverside Homes, Inc. TW"
P. O. BOX 274
1159 West Main Street Riverhead, N. Y. 11901 " _ _
Phone: 516 - 727.3395
June 14, 1993
BLDG. DEPT.
TOWN OF SOUTHOLD
Building Department
Main Road
Southold, New York 11971
Re: Permit No. 21478Z
Gentlemen:
As requested by note on building plans, enclosed p ease fi copy
of truss plans as sealed by architect.
Si rely,,,'
tzabbth. Cann zaro
Enclosure
'SSpCUTWN,/ a MEM a a
~ Yn.r SGrvIAnJ C°MJ°lenre
19NL RIGHD u,(M
m.e ~ i ~ IpM[eanuas~s
Riverside Homes, Inc. "
P. O. BOX 274
1159 West Main Street Riverhead, N. Y. 11901
Phone: 516 - 727.3395
lr 1
SEP 7I9~3
; September 3, 1993
TCIWfU ~ mo~1t~€ €Xj ,
Mr. Fish
Building Department
Town of Southold - Town Hall
Main Street
Southold, New York 11971
Re: Permit No. 21478
Dear Mr. Fish:
As requested by you, enclosed please find the floor and roof
truss information you wanted. Sorry for the inconvenience. A change of lumber
company caught us in the middle.
Sin ely,
S. o
Pr sid
SG:eac
Enclosure
'¢CC4ilONq o MfMBfP o
~ Y.xr SLrvIA nl CxA'Aen
i
7' IONG RILND
nns Mn~ 'pMF UNIUtK ISSO~
THENOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL. TRUSS DRAWINGS
FURNISH A CORY'gf THIS SHEET TO THE ERECTIQN CONTRACTOR.
1. The following trusses were designed/reviewed by MiTek Industries INC. based upon information provided by the specified truss
fabricator. All information on the truss drawings should be reviewed by the overall building designer/engineer to insure that proper
building codes ii project requirements have been complied with before fabrication.
2. Design is baseq substantially on PCT-80 and NDS standards in effect at the date of the drawing.
1 . Erection, Handii ig, Safety Precautions, Temporary or permanent Bracing of trusses are not the responsibility of the Truss Designer,
Metal Connector Plate Manufacturer or the Truss Manufacturer and therefore are not a part of these engineering drawings. Trusses are
designed as individual components. Ail lateral bracing specified on these truss drawing's is intended to provide lateral restraint for
individual truss,members only. The design, amount and proper installation of additional permanent bracing is the sole responsibility of
the designer of the complete structure. Adequate Temporary Bracing is the sole responsibility of the truss erector. Competent professional
advice should always be obtaiged relative to truss bracing, erection requirements, and connections. See ffw-91.
4. The top chord shall be laterally supported with properly attached sheathing, unless noted otherwise.
5. Continuous cross'(lxTs) or horizontal (2x6 strongbacks on edge) bridging is requited at 8'4" to 10'-0" maximum intervals. See H113-91
for proper nailing.
6 ® Denotes continuous lateral bracing designed by others.
7. Provisions for adequate drainage should be met on all trusses with any top chord slopes less than a I/12.
8. Plates are 20-ga. applied on both faces, centered and oriented so that the second plate dimension is parallel to the truss chord, unless
noted othcnvise.
9. The drilling of holes, notching, cutting or removing any cross sectional area of any truss member, unless noted otherwise, will;yOlp,this
drawing.
10. Floor trusses are designed to support the listed uniform loads only. Floor trusses are not designed to support concentrated loads from the
roof or any other, tributary system unless noted.
11. Truss to bearing connection to be designed by others.
12. Trusses should be inspected prior to and after erection to ensure their structural integrity. Trusses should be inspected for plate
embedment, damage to the lumber (cracks, breaks, crushing, etc,) bow, variation from plumb,etc.. For a full list of guidelines sce HIB -
91 and QST -86,
13. Trusses with ribbon details on the end(s) should have the end vertical 14. Trusses requiring splice joints labeled : plate size #1)
connected to the truss by placing a 1.5x3.0 20 ga. plate on each face as f.p.w/( plate size #2) s.p. W/B) should use the following
shown in the following detail, or use an equivalent nailed connection. detail as a guide.
1:5 X 3.0 PLATE w2
§ - t
/ OF NEkr YO I
Lsgi R~\1 I t~`k1 I
tl s - I = K
0: 01-0
n ti atf
9 ~ tlw~ oft+t ~ ~ ~~~F #0,89i69w~f ~rd.n II •~I.I
r 1.,
5toN
Miiek Industries Inc.
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Custom 1183 Wed Jul 21 18:3,1,:23 1993
Pzojec EASTISLE Trus$.ID F20
24- 3 Right 20 -
__S_pan 1 c T-4
REACTIONS - SIZE r APPROVED FOR MITEK INDUSTRIES INC.
n,
:r ~ ' ~ .1=-1oas 3.60 ~ l 03 ~ ~ fa f~ . i sa
{ 14=-1045 3.50
Top chard splicais9-10-3X6 F.P.
Bott. chord spj.ces:23-24=3X6 F.P.W/2X6 S.P.
STANDARD PANEL -IS I110164s
- s OPENING 0 1' IS ,4 ~halw,g _
`^'1" 9.5X4 3X3 3X3 3X3, 3X4 "'1 5X3
. 1.5X4 3X4 3X3 3X3 3X3' 3.5X4
2 3 4 5 6 7 8 9 10 11 12. 13
1.5X3
24 23 22 21 20 19 16 17 16 15 14 -
,4H6 3.5X4 3H4 3" 3X3 1.5X3 H3X3 ,.3X3 3X4 3.5X4 4X6
LEFT, PEARING:3.5 HEIGHT:16 SPAN:24-0 RIGHT BEARING-.3.5
LOADING (PS;F) - MAX STRESSES '+MINIMUM GRADE OF LUMBER
L D TOP 6-7=0.652 TOP CHORD:4X2 No,2 19 SP''
TOP 40,:10 BOTT 19-20=0.932 ";BOT CHORD:4X2 Noll) 19 SP.':
BOTT 0'% 5 DEFL.@19=0.72< L/360 "WEBS :4X2'No.3 19 SP.:
STR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING : 19.2 1.n. o c..
REPETITIVE'STRESSES USED NO. OF MEMBERS ..1
PLATES ARE MITEK-M20 HOLDING-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT*AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA-NDS 91
THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT'OLOG,ARCNITECT,OR ENGINEER
PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTA6HEp,TO EACH TRUSS W/ 3 10d NAI
AND RESTRAINED.ATEACH END. -
OF-N$W Yp
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<Vers on5. 7>>>>===========[ 1
<«Span" 2_4-0 115294 « <NASSAU-UFFQLK>>>>=__
„ Customex 1183 Wed Jul 21'19,28`:49,1993
Project EASTISLE Truss ID, F20G Wntlty 4
H
eight s 1-4
-
REACTIONS - SIZE
1=-2502 3.50 I
17--2888 3.50
- - -
Top chord splices:12-13-,1x6 F.P.,5-6=3x6 F.P.
Bott. chord splices:lB-1~=3ri( F.P.,26-27=34 F. P.
,
PLATE OFFSETS 4FT):C4lO-l.5],[J14=2],[,ii9=47,[,) 1-41.(J?2=3.51. '
- O ]1,WEBS5 - 26 = 9.75 Inches STANDARD "PANEL "13 Inches '
i 5 - 25 = 9.73 Inches -
` 9 - 22 = 3.5 Inches
13 - 19 = 8 Inches ,
SEE APrAl SEE Al?D. l-
t'! 5x6 3x5 5x3 5x5 3x5 6x6' 6xa -
''',c$x4. 5x6 5x5 3x5 5x5 5x6 ' • 6x6.° 2x3 11,7 -
2 3 4 5 6 a 9 Le :Li 12 1314 13' 16
1. x3 }.5x4
'1 27 26 25 24 23 22 21 20 19 18 17
9x6 3x6 5x5 5x8 5x10 6x6 5x6'
5x6 5x5 5x5 5x8 .6x8 -
LEFT AEARING:3.5 HEIGHT:16 SPAN:24-0 RIGHT BEAAING:3,$
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L,;'r D TOP . 7-8=0.812 TOP,.CHORD:4X2 No.2 19 SP•' -
TOP ' 40 ' 10 BOTT 22-23=0.803 BOT CHORD:4X2 SS'19 SP
BOTT. 0 5 DEFL.@22=0.78< L/360 WEBS :02 No.3 19 SP
STR.INC.:TLUMB = 1.00 PLATE = 1.00 SPACING 19.2 in..o. e..
REPETITIVE, STRESSES NOT USED NO. OF MEMBERS = 2
DOUBLE TOP CHORD FROM JOINT 2 TO 16
DOUBLE BOTTOM CHORD FROM JOINT 17 TO 1
'
DOUBLE,Fj]4pp: 8-23111-21
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) - i'- -
LUMBER l•,PLATETYPE ,
1 LOO 1.00 UNIFORM 2-16= 00 17- 1- B
CONCENTRATED 8- 1925 11= 1375
2 MEMBERS CONNECTED TOGETHER
PLATES ARE MITEK-M20 HOLDING-250,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA-NDS 91
- THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED`TO EACH TRUSS, W/ 3 10d NAILS
AND RESTRAINED AT EACH END. `
-Ml
~06$i89 -
~FESShO
« <<Version 5.7>>>>===_='__====[ 115295 ] ===--<(<<NASJAU-SUFFOLK>>>>===
CustonleX 1183 Wed Ju 21 19T8,;50 1993
Proje EASTISLE Truss I'D 2011 Quant t
Span ,-8w8 i~---=- 1-1842 3. so ]ieigh 1 1 .
TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE (~>31 7$
1-2+ 260. ",8-9- 2255 3-1--2748 0 9-10+ 4395 3-11+ 1356 8--1642^ 3.50
3-4--3332 ,:rt a0-it. 4395 4-11.-1339
4-5--4400 i ;-11-1. 2255 4-10. 7
.-5-6.3352 ''r 3 5-10.7
6-7+ 0 } y 5-9-1339
2-8+ 264 6-9- 1358
6-8a-2748 '
(ri•D, WEHF 4 - 10 = 10.25 Inchon STANDA$D PANEL 15 Ingheip.
S - 10 = 10.25 Inches
3x8 3x 3x3
3x3 3x3 3x8 '
3 4 5 6 7
11 10 9 v
4x6 4x5 445 _
Sx3 4x6 '
°.04. -
LEfT~A$A)iING:3.5 HEIGHT:13 SPAN:9-0-0 RIGHT
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF"LUMBER .
L D TOP 5-6=1.000 TOP CHORD:4X2 No,A D 19',SP
TOP 40,,-110 BOTT 9-10=0.775 BOT CHORD:4X2.No:1D'19 SF
BOTT DEFL.@10=0.14< L1360, WE15 :4X2 No,3 19~S,P.
STR.iNC.:".TrUMB = 1.00 PLATE = 1.00 SPACING'' 2.'0 in. o,
RPPETITIYE;STRESSES NOT USED NO. OF MEMBERS =F,-l
LOADING STRESS,' INCREASE LOADING PANEL(PLF) / dOINTS(LBS)
LUMBER: ;PLATE ' TYPE -
Y - 1.00;;?,1DD UNIFORM 2- 7+ 385 8- 1. 5•
PLATES ARE MITEK-M20 HOLDIN6-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHAWN) '
PLATES MUST 0E1INSTALLED ON EACH FACE OF UDINT,SYMiETRICALLY(EXCEPT AS SHOWN)OESIGN CONFORMS WITH ND6 DESIGN SPECS, BOLA-PCT 91
THIS DSGN IS F,QR,TRUSS FABRICATION ONLY.FOR PERMANENT & TEMPORARY BRACENG(FAIICH IS ALWAYS REQD)CONSUI.T 6LOGARCHITECT.,QR ENGINEER
PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O,C:', USING 2X6 STRONG BACKS ATTACHED TO. EACH TRUSS W/ 3 10d NAI
AND RESTRAINED'AT~&ACH END.
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««Vea4y~ion 5.?>>>>______=====C 115?96 __==.««NASSAU SUFPOLK>>2>===
Customer 1;183 Wed Jul 21.'19,29:06 1993
Projecr EASTISLE Truss ID F21 quantitl(. 5.
Span Top 12-2 , Bot 11-1)0 Re ght 1 4.
REACTIONS - slzE
' 9. -oF,,, !o
'103 -7a
"i 1--515 3.50 - `
8--515 4.00 >
- • STANDARD PANEL 13 Iooh*X
- OPENING M 1 IS'}4-InohRS '
3x3 I.. 5x3 3x3
.2 ~x3 3x3 Sx¢
}a 3 4 s 6 7 3X 3 e
sx3'
4x6 14 3x13 3 la 3x3 ,18 9 -
3x3 I, 1.F~c3 3x3
i
LLTI,.BEADIHG:3.5 HEIG"T:16 SPAR* 3.1-10 RIGHT BEAAIIIG:I
LOADING (PSF) MAX STRESSES , -MINIMUM GRADE OF LUMBER-',,
L D TOP 6-7=0.289 TOP CHORD:4X2 No;2 9 SP
TOP .40;;"10 BOTT 12-13=0.314 BOT CHORD:4X2 No,.2 19 SP
BOTT 0• 5 DEFL.@12=0.05( L/360 WEBS :4X2 No;3 19 SP,
STR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING 19.2 in 'o, c,
R,EPETITIyP";STRESSES USED NO. OF MEMBERS
` PLATES ARE MITEK-M20 HOLDING-258,216 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA-NDS 91
THIS _M IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT•g4OG„ARCH)TEC'I-QR ENGINEER
PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT T0, EXCEED 10' D.C. USING 2X6 STRONG,BACKS ATTACHED.TQ EACH TRUSS W/ 3 10d NAII
AND RESTRA,INED.AT';FACH END. '
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==-C«<Ve ,Sion{5'7>ao>========_==[ 115297 ===<<<<NASSAU-SUFFOLK»»===
' Customs l 11 ' Wed Jul 2~;".19 2~,j
Pro~ '1711993
ec EAB.3ISLE Truss
ID, F22 puanti y,
Span Tqp_',p-10 , Bot 8-6 Height
REACTIONS - SIZE l0$-{"~:.(O Dl-, {Q"
1..-368 3.50 - "
7.-368 4.00
STANDARD PANEL 13 Inch*;
OPENING
. M.T,IS 6-Igohes
3x3 1.5x3: :3x6
L. 5x3 '3x3 3x3
2 3 4 5 '6 3X3 p
513
3x4
1 12 11 10 9 8
4x6 1.5x3 3x3 -
3x3 3x3
° L>rF;`49ABI"G:3.5 HEIGHT:16 SPAR 13-6 RIGHT- BEAAING:4
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER'.,''
L .'•;'D TOP 5-6=0.221 TOP CHORD:4X2 N0.2.19'SP
TOP 40 !1,0 BOTT 11-12=0.224 BOT CHORD:4X2 No.2 19.SP,.;
BOTT 0 5 DEFL.@11=0.02< L/360 WEBS :4X2 No.3.19 SP'
------==v=a,.a======o==v=s=====-----=====vc=x=======.=a===o==o=q=====a==maPan=o=cc
STR INC.•`LUMB - 1.00 PLATE = 1.00 SPACING • 19.2 in. o, c.
REPETITIVESTRESSES USED NO. OF, MEMBERS: = 1
PLATES ARE MITEK-M20 MOLDING-258,216 MANUFACTURED FROM ASTM A 446'ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) -
PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYIMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA-NDS 91
THIS-DSGN IS FOR: TRUSS FABRICATION ONLY.FOR PERMANENT 8 TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER
PROVIDE CONTINUOUS HORIZONTAL'BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACMED.T0 EACH TRUSS W/ 3 10d NAILS
' AND RESTRAINED 4T,:fACH ENO. -
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<<<<A Ct' S Verpion 5.7>>>>=======[ 112491 1-== <WedNASSS]#UOS FFFOSKB4 > 1993
Gustome; 0
T1 Famil #
ProleCt .;';EASTIySLE Truss ID 104
Sro. 24-40 Quantity--_-20 Top P., tch 4 5/12=
TOP CHORD '~IBOTTOM CHORD WEBS REACTIONS 'SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2--2330 ',`•15-6.2165 2-7=414 J.A377 5.50 1OZ:St} 1 +>E_,
2-3--2067 ..,5-7. 1494 3-7= 667 - 5=-1377 115.50 -
3-4--2067 'r4T^1. 216D 3-6. 667 '
4-6-414
PLATE OFFSETS (X-4FT,Y-TOP)t[,16=3,21, ,
2 0 6-4-5 12-0 1 17-7-11 24-8 2-0
e ~ix,6-4-5 5-7- U 5 7-ll 6-Y-5
x>
I X4
1 i4
F
31SXS -
314
ii -
Ik i '
I
0-0 16-0 24-0
1 e-~ a-e a-e
~f
LEFTL TOGHT,.O4) 13 SPAN: 24-0 RISE. R• HL TO PK 12- °13
H 4-iU RIGHT 'HEIGHT :0-4
?
'LOADING. (P,SF~' MAX STRESSES MINIMUM GRADE OF LUMBER:
.
x L TOP 1-2=0:563 TOP 'CHORD 2*4 No 2.19 S& `
TOP ' BOTT 5-6=0.738' BOT CHORD 2 *4 No.2-°1 9 SP_
BOP. SO;,10
T 0, 10 DEFL.@6=0.11 < L/240 WEBS :,2*4 No-2 19 SP
STR.INC LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in 4, 0
REKTTTIVE PTRE$SES USED NO. OF MEMBBRS = )
PLATES"ARE-MITEK,M20-258,216 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS,.BOCA,TPI-91
THIS DESIGN; IS EQR 1'AUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS -REQD)CONSULTBLDG. ARCHITECT PR ENGINEER.
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765-1802
BUILDING DEPT.
INSPECTION
[ ] FO DATION 1ST [ ] ROUGH PLBG.
j FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ' ] FINAL
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DATE INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
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REMARKS:
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M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
F UNDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
REMA KS:
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765-1802
BUIk,DINQ DEPT.
INSPECTION
[ ] FOUNDATION 1ST ( ) ROUGH PLBG.
FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING [ FINAL
REMARKS:
DATE, INSPECTOR
C C7
THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE .1
1035G1d BUREAU OF ELECTRICITY
83 JOHN STREET, NEW YORK, NEW YORK 10038
8I6F2993(43 N 252'.1.05
Date OCTOBER 12, 1,993 Application No. onfile
THIS CERTIFIES THAT '
only the electrical equipment as described below, and introduced by the applicant Homed on the above application number in the premises of
FAVTTA, Q'W/S SURRER LANE, LOT-1184, SOIITHOLD, N,Y,
in thefollowing location; ® Basement ATTIC/O11T
/xt F(. ? 2nd Fl. Section Block Lot
OCTOBER 0 7 , 1.9 9.9
wasexaminedon and./ound to be in compliance with the National Electrical Code.
FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS
OUTLETS ECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER AMT. K. W. AMT. K. W. WT. (W. WT K.W. AMT. H. P.
{
11 18 13 L.1
DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIMECLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS
AMT. K. W. OIL H. P GAS H. P. AMT. NO. A W. G. AMT. AMP AMT. AMPS TRANS. AMT. H P SYSTEMS AMT. WATTS
NO. OF FEET
" I. F 3
i SERVICE DISCONNECT 140. OF S E R V 1 C E
I METER NO. GP CC COND A W G. A. W. G. A. W G
I MIT. AMP. TYPE EOUtP. 2w I ,F tW 3 R 0W 3,d' 4W pER % OF CC. COND. NO. OF HbLEG Of HI LEG NO OF NEUTRALS Of NEUTRAL
1 100 CS 1 X t 4 1 4
j OTHER APPARATUS:
I HOTORSL2-F FI,P,
PANEL$OARDSt1.1 CIR. 60 `
f SMOKE DETECTORt•1
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PETER CHARHt)NNEAU LtC.#2697-E
35 SHEPPARD LANE
SMITHTOWN, NY, 11788 GENERAL MANAGER
' 11
Per
This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials.
COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER.
&o~ 1~E~cM,T N 2/478 ' .
11 The localfons of wells and cesspools
°W F OT q r shown hereon are from field ohservahons
F<<,Na ~,6 n / q^ and or from dolo ohloined from ofhers.
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grey/sh j y
brown
m~ Kea' °
0
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0
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brown Y MG ONLY
coarse - `J
s~nas
z 1' Tklp sewage disposal and water sup y facilttie for tfi+s
IocatioR have teen inspected by this G~apartment and/or
other ciNs and fund mt ry. U R V E Y OF
m M ab,_.uu of wastewatrar MsnaWmerrt LOT 16
CERTIFIED T04 "MAP OF BAYSIDE TERRACE"
ANTHONY FAVITTA FILED MAPCH 11, (953 FILE N0. 2034
USDA FARMERS HOME ADMINISTRATION
The wafer supply and sewage disposal AT B A Y V I E W
systems for IMs residence WN conform TOWN OF ,_SOU TH O L D
to The standards of The Suffolk Counly
Deportment of Health Services: p~ SUFFOLK COUNTY, N.Y.
00 - 078 - 09 - 10
Scale= 1 "=30'
OCT 7 May 21, 1993
Aug. '10,1993 (found.)
-Sept. 29,1993( final)
~OV NEWk S.C. DEPT. OF
y~~1~Nt Merr e0,9~ HEALTH SERVICE SUFFFOR COUNTY PAL ARTMENTRUCTON TH SERVICES
sir a ONLY
Jill * 93 SO 49
II DATE HS. REF. NO.
Y °N. Y. . NO. 49618
e
ECONIC . C. APPROVED
(5/6) 765 - Pl
P. O. BOX 9O ELEVATIONS ARE REFERENCED
MAIN ROAD TO AN ASSUMED DATUM
Shaw Prop Hse.
SOUTHOLD, N. Y. 11971 031.V193
87 - 744
L3coG fE2rgi7 # 2/<f78
~Ij The localions of wells and cesspools
n C O shown hereon are Iran field observations
WF<NG T 6 q^'/ ~q and or Isom data obtained Isom oh>er
qn,r
Sod 4°S43p.,
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14.5 S
P~F ~MM~T AREA = 12,000 SQ.FT.
brown R
mc~ se 04
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sczna's 2 1'
SURVEY OF
U
K LOT 16
CERT/FIED T0+ JO MAP OF BAYSIDE TERRACE
ANTHONY FAVITTA FILED MAaCH II, 1953 FILE NO. 2034
USDA FARMERS HOME ADMINISTRATION
The water supply and sewage disposal AT 8 A Y V I E W
systems for 1hk residence wR conform TOWN OF SOUTH O L D
to the standards of The Suflofk Counly
Department of Heallh Services. SUFFOLK COUNTY, N.Y.
1000 - 078 - 09 - 10
Scale: 1 °=30'
May 21, 1993
Aug. '10,1993 (found.)
I
j SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
,S~QF NEN FOR APPROVAL OF CONSTRUCTION ONLY
METtQ~~
O
DATE HS. REF. NO.
y, a *Y LIC. NO. 49618
Cleo
f
C Y P.C. APPROVED
P 0. ELEVATIONS ARE REFERENCED
b'iAfN TO AN ASSUMED DATUM Show Prop Hse.
SOUTHOLD, N.Y. 11971 „5, s, o r 6 a / y_3 0318//93
87 - 744
The locallons of wells and cesspools
oW~zOr a shown hereon are from held ohserval/ons
F44,N „6 n and or from delo Waned from olhem
N
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f WF< 9 ~ Qi ze V i
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/ °WF<`/NO p N s h~ (N N / a 3J
/ HOLE 640 ~o\ N~/ Mp o
r TEST 5g 30
O¢rK o,N ~ O
loam
zR, J
Ci/own of
loom y%„ /°We QT 1 j120 r~ 369
00
P¢Le fs?F 36~
q/eyrsh S' ~ S
brown o` 01 ' \G~
/71c k&d o O S~
e o
14.5
Pale AREA = 12,000 SQ.FT
bco V,~ T R
coal e B ~
Sa'.nu~s 2 is OQ Q
?(~j z,
SURVEY OF
LOT 16`
• ` % "MAP OF BAYS I DE TERRACE " ~
CERTIFIED TO=
f ANTHONY FAVITTA FILED MAaCH 11, 1953 FILE NO. 2034
USDA FARMERS HOME ADMINISTRATION
The waler supply and sewage disposol AT B A Y V I E W
syslems for INs residence wg/ conform TOWN OF..SOU T H O L D
to the slandards of. The Sullolk County
Deparlmenl of Mealy yt,,{ SUFFOLK COUNTY. N.Y.
078 - 09 - 10
Pe0 V4 ---Scales I--"=30'
j °i May 21 1993
3~ g.trA~JL-f b46LNG ONLY
GATE OF AP7 l'
.
Q6 NEW),, / v PIRES TM O WAS fROIA
t. MFr?Q~ SUFFOOR A PROVAL~OFRCONSTRUCTIONLONLYERVICES
110 DATE Y . REF. NO. l 3
41 E e S. LIC. NO. 49618
N
EC Q S, P. C. APPROVED
(516)
-
P. O. BOX 909 ELEVATIONS ARE REFERENCED f
MAIN ROAD `L rACl UM D SvYv r Sr ~9 s~~ j
SOUTHOLD, N. Y. 11971 Nse $rkov 6 I9~ ~ 03~31~93
87 - 744
rpFii . r
O
S,
JUN l 1993 6
~I j?'_ ~~p~o~ r yq Ff ,
~i'1n~h'
T T 1"
? l'Ca7a.: \;,y ~~i,Yr;t...'..„~,,....+ `s/r~Q.?~'2 "oo s 4O
4 n 1 ° ~1r . 6qa r ~°2ta Z''I
Or O J es\ S1 30"
407, m
phop X20 00, q,
/ Oµ~`~~NG L 3j9 e 363 W ~~~o
O ~ ~ O i00 y- ~ J~ ~ O WJ
M p _ /6 ti ~e' o
O r' O
„per, v
40,
K P~b
eq cA o
ow oo
6(~46;
t a
/ N
TEST HOLE Jrq r3 ! r
04rK 9N O"~ E~c"c O~iH aA. O ~Y~
bas 6 o.5'
4 1
brown ti
J
loam A% ('01P Or / X20 .4 r co C ~ O
P¢Le lsA ~~`e 3ss>
,qrlf yish
6/Own
f s¢'.nct'S °
0
14.5 SU
0 SQ .FT.
EW1,S7 1 AREA l2 , 00
iQpq OR 0.27 ACRE
"Q04,0 OR 0.27 ACRE
2 1'
CERTIFIED TO SURVEY OF
09HAVIWOUN REQUIRED LOT 16
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES "MAP OF B A Y S I D E TERRACE"
FOR APPROVAL OF CONSTRUCTION ONLY FILED MARCH 11,1953 FILE N0.2034
DJ EC BAYVIEW
DAIEEC 11; 1981 tiS REF. NO.
TOWN OF _SOUTHOLD
APPROVED SUFFOLK COUNTY, N. Y.
1000 - 078 - 09 10
Thew a ply sewn dis sal te or th nce t07
e Fle L ~LEASE~~,.^` rS Su L7 PT.2 , 1987
mo H t is
ap licant'ates1bitttq to
Yip~~distance
0 R lam""YM'y anti wwaoe
ANp h, N,w crk yl9 picilities.
ll 2 / q accordance with the minim
A, tN 9~ 7 d / as established 0,
6 I. A. L; S, and approved. and. ad-, is
v r..r such, use by The New York State Lana
r fj.f s' S. LIC. N0.49666 tttie Association.
IC Y ENGINEERS, P.C.
151 P
P. 0. 4S {O ELEVATIONS ARE REFERENCED
MAIN DNEON TO AN ASSUMED DATUM
SOJTHO , 11971
87 - 744
The localions of wells and cesspools
Or shown hereon are from Field observations
JUN - 11933 F<<,NO 6 and or From data oblained Irom olherc.
c 4,V
~
Sas / as8r~ °Sg30 /S
Or) 00
WF~~ \OD . v X04.
OO
0 / O
io 3 O W~
O
h S~ ~ Qy Z' V
G
\ \ lC SA 0 ti~
I've
TEST HOLE
O¢rK ~i 30,~fY 'E" 'moo ii aA O
brown - o
!aa 6.. Zu 2 h J
(jrC~W/J ` J ,
/ea n Ale ! awE~ OT /20 ro~~ 59 T, c) co
2.&' ! v ' 00 ' 6 s' ' I Aloe
Push lcP ~ 6 as s> J
9 Y
br'okln s"
mcirecx~
0
s~ncz~s
0
0
1 14 5'
S
P¢LE 41MMlT AREA = 12, 000 SQ.FT
brown OR 0.27 ACRE
coarse Oq
S¢ncL's z 1' Q
SURVEY OF
LOT 16
I CERTIFIED TO, "MAP OF BAYSIDE TERRACE
ANTHONY FAVITTA- FI LED MA17CH II7 1953 FILE NO. 2034
USDA FARMERS HOME ADM1NISTRATION
The water supply and sewage disposal A T B A Y V I E W
systems forI*restdencedlconform TOWN OF.SOUTHOLD
to the slandards of The Suffolk County
Department of Heath Services. S U F FAIL/ K C O U N T'Y , N. Y.
1000 i,r,t# -078 - 09 - 10
SCALE I"= 30
SEPT. 2 , 1987
of NEW y0
S~'o~aS MErjoF 9,f SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES,
xw P FOR APPROVAL OF CONSTRUCTION ONLY
~0
a! "6=0
DATE wS REF. NO.
€ J s S. LIC. NO. 49618
! ECON S, P. C. APPROVED
l516J 765- O
P. O. BOX 909 ELEVATIONS ARE REFERENCED
MAIN ROAD TO AN ASSUMED DATUM
SOUTHOLD, N. Y. 11971 S 3131193 Hse.
87 - 744
FORM NO. 1
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
JUN 2 SOUTHOLD, N.Y. 11971
TEL.: 765.1802
Examined lCn, Received.......... ' 19...
Approved . „0 19,'7Permit No
Disapproved a/c
.....fir
Builspector)
APPLICATION FOR BUILDING PERMIT
,lUl~ _ ~ I~ar'.'~
Date , 19
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets
or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli-
cation.
' 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy
shall have been granted by the Building Inspector.
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 s, Ordinances or
Regulations, for the construction of buildings, additions or alterations, or for removal or demoli n, s herein described.
The applicant agrees to comply with all applicable laws, ordinances, building code, housing co regulati , and to
admit authorized inspectors on premises and in building for necessary inspections.
RIVERSIDE HOMES, IN
(Signature of applican , or e, if a corporation)
PO Box 274, River ead, New York 11/9n1
(Mailing address of applicant) "
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder.
builder/agent
Name of owner,of pre ises Fredda Gordon
(as on the tax roll or latest deed)
If applican a c oration, nature of duly authorized officer.
( aine and tit a of corpora e officer)
uilder's License No .
Plumber's License No. ..14$7?
Electrician's License No. ..2697E • • • • • , , • • • • • • •
Other Trade's License No .
1. Location of land on which proposed work will be done. . , , WS Summer Lane 100; N/o Summit Rd
t ~ ..Su. Mm.1.6 60.41MA4P.... ~
House Number Street Hamlet
County Tax Map No. 1000 Section 78........... Block .......9 Lot ....10
Subdivision . Bays ide.Terrace Filed Map No. ..2034........ Lot ..16
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy . . . . . . . vacant.land........................
b. Intended use and occupancy single, family, 9wellinc7
3. Nature of work (check which applicable): New Building X,'..... Addition , Alteration..... s.
Repair . . . . . Removal Demolition Other Work
(Description)
60 4. Estimated Cost 35,000 . Fee ..V50.
(to be paid on filing this application)
5. If dwelling, number of dwelling! units 3....... Number of dwelling units on each floor
If garage, number of cars .
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number ofStories
Dimensions of same structure With alterations or additions: Front Rear
Depth . . Height Number of Stories .
8. Dimensions of entire new construction: Front ....36 Rear . , . 36.......... Depth . , 24. , .
Height ....16 Number of Stories .
9. Size of lot: Front , 1QQ . Re , 100 , Depth 12o
10. Date of Purchase ....?/.WP8i Name of Former Owner Karin Thilbe'rg.
11. Zone or use district in which promises are situated . .
12. Does proposed construction violate any zoning law, ordinance or regulation: Ao . .
13. Will lot be regraded ....yes. . Will excess fill be removed from premises: - Yes
14. Name of Owner of premises Fzgdda ,Gordon , , , , . Address Brooklyn, NY , , , , Phone No. 727-3395
Name of Architect . , , Richard Wandoloski . Address Riverhead, IVY Phone No. 727-3395
Name of Contractor River$ide .Homes, :Inc : , Address Riverhead,: W : phone No. 727- 395..... .
PLAT DIAGRAM
Locate clearly and distinctly all' buildings, whether existing or proposed, and. indicate all set-back dimensions from
property lines. Give street and block inumber or description according to deed, and show street names and indicate whether
interior or corner lot.
STATE OF NEW YORK, S.S
COUNTY OF., : . .
• • • • • • • • • • • • • • • • • says that he is the applicant
(Name of individual signing contract) being duly sworn, deposes'and
above named.
He is the !
(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
..Z 19".
Notary Pu ic, '
6rax... ri Count
ri A. A NAZa 110
ntA Y PUBLIC, State of Wow York Qu0lNied U61-died in in Sutfolk County , , , , , , , , , , ,
No. 5&4601$84 g
I Co mission Expii as (Sl ttature of a
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PLUMBED CERTIFICATION' - i
' ON LEAD CONTEND" BEFORE
CERTIFICATE OF OCCUPANCY
SOLDER USEDIN WATER JLc #7
SUPPLY SYSTEM.CANNOT ' C / c1J r
oI 'EXCEED 2110 196LEAO 3Cvr~4 G r,
rv
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OCCUPANCY OR` V A , ~ F {
.p I n i r Kk d
SE IS U NIAWFUL
iµ4 g t[
WITHOUT CERTIFICATE s' ~i r, g 1
r;jk OF OCCUPANCY? 11 r
Z •w ® A6
DO N~OyT~ PROCEED ItAi i F& Y
UNTIL 40 SURVEY OF a-
FOUNDATION LOCATIO-4
HAS BEEN ;APPROVED of l ( t
' >K i I * r
I C~~ S~
SI
oV I
4,0"L ,m .
. MP
.C.: . -I FEE: rL" By. t 4 i
NOTIFY BUILDING DEPA AT '4t. . t
785.1802 8A,N~' TO 4 PM R R THE
FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED'
FOR POURED CONCRETE - , j
~L. ROUGH . FRAMING R PLUMBING are I lllM ti ~ s I 4
& INSULATION 1 - 'f 'I~ . .
4. FINAL - CONSTRUCTION MUST' - • _ BE COMPLETE FOR C.O. - E ADO NOT PROCEED 0d'i -4 9
ALL CONSTRUCTION'SHALL,MtEi-'- UNTILiMSURVEY OF EEO V)Y i A4 C7 EYOF1
. THE REQUIREMENTS OF THE N.Y. 7 mfr' - m+ w I I11 ~r ~II " p * . y FOUNDATION LOCATION ,A'noN
STATE CONSTRUCTION 6 ENERGY E 2(o, 1- Or 1 HAS BEEN, APPROVED OVED I,.
CODES. NOT RESPONSIBLE F01i 1 1' 1 DESIGN OR CONSTRUCTION ERRORS
-
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