HomeMy WebLinkAbout1000-63.-1-21 (2) i
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E%eN00Jr the° to approve the £tool map dated May 30, 1909 subject to cCAE I 60
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the following condition:O
\\ \, 1. The drainage calculation must he revised as £allows:
\ >\ 3 Drainage calculations V
BY
\ APPROVED
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3,200 sq. ft, pavement
N 5pe "i 1,560 sq, ft. of PLl•NNING BOARD
Proposed TOWN OF SOUTHOLD
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d3 ' \ 1,400 sq. Et. pavement
A9?
O \ 1 E%,STING • 29z Deb s9. ft. of DATE
!t -\ 2 V - - _ A 9 P N A E N e z TOTAL '1,608 = 6.17 acre x 2.5 x 1 = 1530 cu. ft.
T '
P AV EM PROVIDE 2 x 100 x 121 deep L.P.
60.4 x 24 = 1642 cu. £t.
PROVIDE 1,642 cu. ft. ,
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aez rz REAR YARD AREA 5 , 626 SQ. FT.
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_ PROP. BLDG . AREA
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"° SITE PLAN
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BU/LO/NG ZONE DISTRICT `5 VEH
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SQr D ,Po CARL J. GRASECK
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TOWN OF SOUTHOLD
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COUNTY , N.Y.
of
SUFFOLK COU
OWNER & APPLICANT, }�(y�, 50 ' 1000 - 088 - 01 21
SOUTHOLD QUARRY INC., 8
i�
CARL J. CRASECK
LEETON DR!VE W (:`� P\w N- p"rCa' A-' SCALE 1" = 20' "
SOUTHOLI 1971 y U' as dln \'
�p I.ANOS111 GPOO % AUG. 23 , 1988
�2yy�QN A. IryG c9� / P ft M p MOO 9NINNgId
p y 1 ( 0E 00 Prepared in accordance with the niiH7 um NMOL OlOH1nOs
-r p .1 5 s>ondords for title surve)1e as established by
yF o\R O v17' the L.I.A.L.S. and approved and.adopted
F• 006 A For such use by The New York; Stere Land Fr
rI�F'L'n. 49009yQQ S 6Z PANE Tide Association.
NE LIC. NO. 49668
PECONIC SURVEYORS, P.C. •`,/ 6go 55 q 0 0
t-5'6) 765 - 5020 S' SA Z CPN rows ed 5-26 - 89
YfII 0. BOX 909 // ELEVATIONS ARE REFERENCED TO revision 5 - 26 -89 ( rear yard covero ge)
AIN ROADF AN ASSUMED DATUM. R.V+S(�q j _15-59/ prop. /ondscopeJ
SOUTHOLD, N.Y. 11971 N
Io r•ensroa /O-/3-Ba (prop ../.rage b(a'gJ
Ax. 85 - - 413 C
III i
Town Hall. 53095 Main Road
P.O. Box 1179
Southold, New York 11971
TELEPHONE
(516)765-1938
PLANNING BOARD OFFICE
TOWN OF-SOUTTQLD
une 1, 1989
Carl J. Graseck
Southold Quarry,, Inc.
North Road
Southold, NY 11971
RE: Carl J. Graseck
SCTM #1000-63-1-21
Dear Mr. Graseck:
The following actions were taken by the Southold Town
Planning Board on Monday, June 19, 1989.
RESOLVED that the Southold Town Planning Board do an
uncoordinated review, declare the Planning Board lead agent, and
as lead agent, under the State Environmental Quality Review Act,
grant a negative declaration.
WHEREAS, Carl J. Graseck, is the owner of the property
known and designated as Section 63, Block 1, Lot 21 located on
the North Road at Southold; and
WHEREAS, Carl J. Graseck submitted to the Planning Board of
the Town of Southold a site plan application including an
Environmental Assessment form on April 3 , 1989, in compliance
with New York State Environmental Quality Review Law; and
WHEREAS, the Planning Board of the Town of Southold
Pursuant to the State Environmental Quality Review Act, (Article
8) , Part 617 Title 6NYCRR, declared itself Lead Agency and
issued a Negative Declaration June 19, 1989; and
NOW, therefore, be it RESOLVED that the application of Carl
J. Graseck, map dated May 30, 1989, be approved and the Chairman
be authorized to endorse said approval subject to the following
condition:
1. The drainage calculation must be revised as follows:
Drainage calculations
(new existing pavement)
3 , 200 sq. ft. pavement
1 , 500 sq. ft. roof
4,700 sq. ft.
*CONTINUED*
Proposed
1, 408 sq, ft. pavement
1 , 500 sq. ft. roof
2908
TOTAL 7, 608 = 0. 17 acre x 2. 5 x 1 = 1530 cu. ft.
PROVIDE 2 x 100 x 12' deep L.P.
68 . 4 x 24 = 1642 cu. ft. ,
PROVIDE 1, 642 cu. ft.
If you have any questions, please do not hesitate to
contact this office.
Very ruly. yours,
BENNETT ORLOWSKI,JR.
CHAIRMAN
enc.
cc: Building Department
Assessor' s Office
jt
1�1N19.941
NEIY YORK STAT PROIICT
Dr r15 O.TME T OF ENVIRO AFFAIRS L CONSERVA7IOY
{iit �l l NI.IOF R
State Environ SCTM#1000-63-
montal Duality Rovlow
�•, SH019T �i`1V1}Oi'J�AEFJTAL ASSES ,
PART I project in.
For UNLISTED ACTIONS Onlyl✓1C1 JT f 0(ii✓1
(To he eo
1 mpletedl,Y Appliean
- nPPbrane,Ponso. t or Project sponsor)
il .
3. PoaJGraseck
lrct 1 C lII S. Protect Name
ocalron: South Si (�
h+"nigiPaGty de of Southold Quarr
County Inc .
�. h PronmM action:
UNewE=PamiPn °" County SU
El � f f o l k
S. Deur'bc Prolcet bncsly; .VodifieatioN -
New store
e buil
30 ' X 50storage buildin
g for ceramic tile
6. Pause location(road-rote ,eamns.
Prom nrnl landma ks, ❑c. or Promo,in,
0)
south
side of County Route #48
.l
between Ho rt ' s Lane
mounl of land drlcctgd; - and You
Inilvnv "0.4� - n9s Avenue , Southold
N . Y.
-� acres
' g' S'�'��m°Mse°actron camUltirnplr y
YV JI PAY wnh eustmF lonmF or one,
No e=on
If No. drsvrbc briefly "S land us°'cunt horn!
PrcerntLina
❑ Re user-n vrCmnY or pr PcV
srdrnlral le
-
Descnbe; Pstrial y',+'Commrrcul U
agnculturc
,.,, ❑ f.vkla nd,'ooan s0acc
erre
10. Docs 'c"Yes nvolve a nrrmrVapproval, or IundmF. now or alum
® No -II ye,, li,l agrncNfl and Permgb PProval,m anY olhcr governmental agent Es al
Y ,late or 1ou111
11. DEl oes an aspect of the actron have a curontly valid Permit or approvall
Ye, ® No
It ye,,Inst agency name and PermrUa Pnroval tYPe -
Pmnnsr'a actron will e,ylmq Vcnnma
LJ Yr, ��//''��TT PProval rrnu'rc mo�nc�alron(
I C[RTIfy MAT TIT INC OI:SIA 110.•: .go l'IU(U,tOUt'C IS rI:UF TO 111E II[S1 Or \ry'g, i
AfPhram/s Ponror nemc:
Carl J . Graseck uocr
Syn,rrrrr.
Dale 4/3�_
If l::o action is in tho Coastal ArC7 and
Coastal Assossmont For , }Ou afO a slato
m botoro procoeuin �Q°°Cy' °Om foto lho
9 tYith this assossrnont
OVEj
' UFFole
77
7
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Southold, N.Y. 11971
(516) 765-1938
APPLICATION FOR CONSIDERATION OF SITE PLAN
Date Of Application
New Use Change of Use Filing Fee Date Rec d
Revision of an A e Plan
Extension of Existing Use
Other PPSpeci Site Plan (Date of Approval
PProval )
Name of Business or Site Southold uarr
Location of Site�o;,tb s, d Inc .
Address of Site, lr avai—b e nf Co n y Rn ;t + 4A c ti 1
Name Of A Yor
Applicant-'
Address of Applicant
-Pe—rson to be responsible for Constructionlephone 7g5 _ fano
-115 - R, rhard S- +tom fP r tr .
Applicant ' s interest in site-check one: Telephone 477_16
Owner of Land X
Owner of Fee Title to Land Under contract to purchase
Address —
Site Plans Prepared byTleone
Address PO1 ^^ c Liephcense No.
Main Rnarl gnuthnld u-�--s 49668
y^ Telephone 516-7A5 5n_ 7n
Total Land Area of Site
Existing Use of Site 24 726 Sq•Ft. Zone District Lt>
_call ',---- , r�m; r• P6oposed Use of Site
Gross Floor Area of Existin
Gross Floor P 9 Structures) a�nn sgft.Area of Pro osed Structures ) l 5 � _sgft .-----_-sgft.
Percent of Lot Coverage by Building( s)
Percent of Lot _F_1 ----_sgft.
Percent of Lot for Landsca ng (where applicable )
Datum(
Specify)U.S.G.S- P> ng(where applicable)
Has applicant been granted a variance and/or special Otexception by o
Board of Appeals
her
Case Number
Date of Decision Name of Applicant
Will any toxic or hazardous materiaPsraason Date
deed-Board of Health, be stored or handled at thefsite?by the Suffolk County
If so, have proper permits been obtained? NO
Number and Date Of permit issued
NO ACTION ( EXCAVATION OR CONSTRUCTION) MAY BE UNDERTAKEN UNTIL APPROVAL
OF SITE PLAN BY THE PLANNING BOARD.
APPLICANT' S AFFIDAVIT
STATE OF NEW YORK
COUNTY OF SUFFOLK
andsays that e resides being
in the State at 4 duly sworn, deposes
or that of New York, and that he is the owners thold Newyork
he is the of the above
(Title) of the Property
or Corporation) which is hereb (Specify whether Partnership
Y making application; that the
owner or his heirs, successors
install the required site imor assigns will, at his own expense,
provements in accordance with Article
Of the Code of the Town of Southold for the area stated herein
and that there are no existingXIII
which are not shown on the structures or improvements
including all rightsSite Plan; that title to °n the land
shown on said Plan; that
have been clearlythe entire parcel,
filed that no part of the Plan infringes supon hed aany are
Plan which has not been abandoned both as to lots and as to
roads; that he has examined all rules and regulations adopted b duly
Planning Board for the filing of Site Plans and will comply same; that the plans submitted Y the
changed in an as approved, will not bealteredor
and that Y manner without the approval of the Planning
strict accordance act al Physical improvements will be g Board;
the Plans submitted, installed in
Signed_2 !, 1 /
Sworn to (Owner)
before me this
4otary
da of19 ��Pub ii C)
UNDAJ.COOPER
NNo.48226 3,SStufffolkN� (PartnerSigned
or
TermExpir6sD8oemi�er31,19 Q Corporate Officer and Title)
Town Hall. 53095 Main Road ;
P.O. Box 1 179 *, ry� sz✓ ` "�/
Southold. New York 1 1971
TELEPHONE +
(516) 7651938
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
06 !22;89
NEGATIVE DECLARATION
Pursuant to Article 8 of the Environmental Conservation Law
State Environmental Quality Review Act and 6NYCRR part 617 ,
Section 617 . 1a and chapter 44 of the Code of the Town of
Southold, notice is hereby given that Southold Town Planning
Board, as lead agency for the Unlisted action described below
has determined that the project will not have a significant
effect on the environment.
DESCRIPTION OF ACTION
Applicant, Carl J. Graseck, proposes to build a ?n + x 5n1
storage building for ceramic tile.
The project has been determined not to have a significant
effect on the environment for the following reasons:
An environmental assessment has been submitted, reviewed
and it was determined that no significant adverse effects
to the environment were likely to occur should the project
be implemented-as planned.
Further information can be obtained by contacting Jill M.
Thorp, Secretary Southold Town Planning Board, Main Road,
Southold, NY 11971.
Copies mailed to the following:
Suffolk County Department of Health Services
Suffolk county Planning Commission
NYS Department of Environmental Conservation
Judith Terry, Town Clerk
Building Department
Applicant
Planning Board
SIDAEY S. BOWNE & SON •
Sidney B.Bowne,P.E.,L.S. ,,_,,./�,,,, Roland Antlers
(1922.1959) �ar �ngV°ems' Francis J. Lynch
lotzhauer
Chester C. Kelsey, P.E., L.S. 45 Manor Road Phillip F. Stegman
Robert A. Stanton, P.E. Joseph F. man
Robert W. Brown, L.S. Smithtown, N.Y. 11787 William T. Styne
Zabdiel A. Blackman, P.E., L.S. (516) 724-0611 Richard B. Weber
Frank J.Antetomaso, P.E. l
George A. Style, P.E.
Jerry D.Almont, P.E.
George L.Fagan,Jr.,Ph.D..P.E.
Frank Capobianco, C.E.
Paul F. Stevens, P.E.
Roger L Cocchi, P.E. [iLl,. June 15, 1989
Thomas R. Pynchon, L.S.
�SU y i
Mr. Bennett Orlowski , Jr., Chairma
Planning Board
Town of Southold
53095 Main Road
Southold, N.Y. 11971
Re: Site Plan for Graseck at Southold
(S.C.T.M. : 1000-63-2-21) (SBB NO. 87475)
Dear Mr. Orlowski :
We have reviewed the drainage calculations for the referenced site
plan and have revised the amount of storage required (see attached
plan) .
If you have any questions regarding the above, please contact this
office.
Very truly yours,
SIDNEY B. BOWNE & SON
CONSULTING ENGINEERS
VINCENT MARICONDA
VM:rp
MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER
An E9u•1 Opportunity Employer M/F/H
,DrcLiilGz.�e CCQ/Gu�czfior7S
(blew 42,.,36,17 e� f�
3200 sc? 4-� /OC7f
l5 po 59. -Ff roo{
�ro/JoSCd
/40 '6 Pc,verl E
/Soo Ff . rood
29 oa
Tor -7100 S = CD. 17 AcZE X 2.5
L 1
ole K x /O x cy-
A .l x C.i
'�,",'��. = -rJ�4-� C . . �C x•44 c u ��
REAR YARD AREA = 5 , 626 SQ. FT.
PROP. BLDG . AREA = I , 500 SQ.FT.
% OF REAR YARD
COVERAGE BY PROP. BLDG , = 27 %
15 '
SITE PLAN
FOR
CARL I GRASECK
AT SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY , N.Y.
1000 - 063 - 01 - 21
SCALE 1" = 20'
AUG. 23 , 1988
"la. .
Town Hall. 53095 Main Road
P.O. Box 1 179
Southold. New York 1 1971
TELEPHONE y
(516) 7651938
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
Robert Brown
Sidney Bowne & Son
45 Manor Road
Snithtown, NY 11787
Dear Mr. Brown:
I
Pursuant to your agreement with the Town of Southold, the Southold
Town Planning Board hereby refers the following:
.App
y4ign�of ` Ma'or suJ�divion minor subdivision, site plan)
Hamlet K�n /, EdaL�� //0 K
MATERIAL SUBMITT7EED-:'-, File #
Suffolk County Tax Map No. ,p oe) _ 6,3—
Sketch plan
Preliminary map
Street Profiles -
Grading Plan
Preliminary site plan
Final Map
Other
Comments:. ,
-lL
ery tr Vu
BENNETT ORLOWSKI', JR. ,CHAIRMAN
SOUTHOLD TOWN PLANNING BdadD
Telephone: 765-1909 • R
Ceramic Tile Supplies SOUPI'D
PLANPVNG
North Road, Southold, New York 11971 y
April 25th , 1989
Town of Southold
Planning Board Office
Subj : Proposed Site Plan
SUM #1000-63-2-21
Gentlemen :
Please find the enclosed check for $87 . 50 additional for
the new fee for application for site plan .
Thank you , /
Telephone: 765-1909 •
96 V524"e
Ceramic Tile Supplies n
North Road, Southold, New York 11971
�; I� i
ft
SO THOU)TOWN
PLANNING BOARD
April 3 , 1989
Planning Board Office
Town of Southold
53095 Main Road
Southold , N . Y . 11971
SUBJECT : Proposed Site Plan for
Storage Building , South
Side of CR 48 , Southold
SCTM# 1000-63-1-21
Gentlemen :
We are re-submitting the revised maps showing landscape
plan , and a site plan application as requested in your letter
of November 23 , 1988 .
Very truly yours ,
y
Carl J . Graseck
CG : kg
Enc .
s31
Town Hall. 53095 Main Road
P.O. Box 1 179
Southold. New York 11971
TELEPHONE
(5 16)765-1938
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
April 25, 1989
Carl J. Graseck
Southold Quarry, Inc.
2150 Leeton Drive
Southold, New York 11971
Re: Amendment to Site Plan
Southold Quarry
Southold, New York
SCTM )(1000-063-1-21
Dear Mr. Graseck,
The Planning Board reviewed the above-mentioned site plan.
The following information is needed:
1. Indicate, in writing, your parking needs.
2. Indicate proposed landscape screening along south
property line. (Double staggered row of evergreen
species. )
3 . Include building elevations for prope!:ed building.
After receiving this information the Board will proceed
with its review. You should be aware, however, that the
proposal you have put forth cannot be approved by the Planning
Board unless you are able to obtain approvals for variances from
the Zoning Board of Appeals for relief from the rear and side
yard setbacks.
However, if you locate 'the proposed building adjacent to
your existing building, you would still have sufficient room for
delivery trucks to manuever at the south end of the building,
and would only have to apply for the side yard variance.
Before taking any further action, it is suggested that you
set up an appointment with Planning staff to indicate how you
wish to proceed.
�y Truly You
Bennett Orlowski, Jr.
Chairman
vs
cc: Victor Lessard, Building Department
a
Y ry ;•G
Town Hall. 53095 Main Road
P.O. Box 1179i' •�,�
Southold. New York 11971
TELEPHONE
(5 16)765-1938
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
April 21, 1989
Carl J. Graseck
Southold Quarry, Inc.
2150 Leeton Drive
Southold, New York 11971
Re: Proposed Site Plan for
Southold Quarry, Inc.
Southold, New York
SCTM #1000-63-2-21
Dear Mr. Graseck,
The above-referenced site plan is being reviewed by the
Planning Board. However, the fee that was submitted with the
application was not correct.
Please submit a check for the difference between the new
fee and the one-hundred (100) dollars that was submitted to the
Board using the old fee schedule. The new fee can be computed as
follows:
"The application fee . for a revised site plan shall he one
hundred and fifty dollar's ( $150.00) plus two and one-half
cents ( 2. 5t) per square foot of building area. "
If there are any questions, please do not hesitate to
contact the planning staff .
Ver, my Yours,
f Bennett''Orlowski, Jr.
Chairman
vs
a r.
o i
Town Hall, 53095 Main Road 1Jy"
P.O. Box 1179 �A'� of
Southold, New York 11971
TELEPHONE
(516)765.1938
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
November 23 , 1988
Carl J. Graseck
Leeton Drive
Southold, New York 11971
RE: Proposed Site Plan for
Storage Building, South Side
of CR 48, Southold
SCTM# 1000-63-1-21
Dear Mr. Graseck:
The Planning Board reviewed the above mentioned site plan
proposal and had the following comments:
1. There must be screening along the property line. A
mixture of deciduous and evergreens would provide adequate
screening. A landscape plan must be shown on the map.
2. The siding of the proposed storage building must match
that of the existing building.
Please submit revised maps showing the landscape plan and
the proposed siding.
Upon receipt of revised maps and a site plan application,
the Planning Board will proceed with their review. A site plan
application is enclosed for your convenience.
Please contact this office if you have any further
questions.
,""Very truly yo4rs, , �
BENNETT ORLOWSKI, JR.
CHAIRMAN
enc.
5G O
so
ROAD
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i M /p6NEy I %'40- I 75y°.
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KEY MAP a W I ( c
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o SCALE 1° = 600'
L J 3o.i J
It
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1Q.
rch
$ Is teaIor�g '6 J
BLDG. ZONE B -I cc e<.t
OWNER CARL J. GRASECK ,� u,t Z PLAN OF PROPERTY
LEE SOUTON HOLD, N.Y. Q 9+ ; � CARL J. GRASECK
SOUTHOLD, . 1/971 �
PARKING: Q Q AT SOUTHOLD
EXISTING BLDG. FLOOR AREA = 900 SO.FT. Z n oda- 2, a J O
900/I00 8 PARKING SPACES REQUIRED 3 a' mar Q y TOWN OF SOUTHOLD
SUFFOLK COUNTY , N . Y.
PROVIDED 9 SPACES 1000 - 063 - 0/ - 02l
PAVEMENT TO BE: 1 1/2 IA TOP-4"BANK RUN MIX �'en 49.3 ° Z
ASPHALT BASE t
a a o o It SCALE 1 " = 40
DEC. 6 , 1985
z DEC. 19 /985
41> CJIa 9 2a
ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. LL �� Y
la• N
�•s = EXISTING ELEVATION O
- PROPOSED ELEVATION Z `
EOF NEW- TLINE SURVEY BY OTHERS w O
Z AREA = 0. 5676 ACRE
S�Qu�N t. Me)",O: r 3 n
O 24, 726 SQ. FT.
ti
' M
' yp _ N.Y.S. LIG NO. 49618 • y
av pI
S�� v EYORS & ENGINEERS , P. C. 2
ra
P o. Box 9095020 4,,•4 5 6T°50,00 NEWs
MAIN ROAD /e6y'2;w• CHAR
SOUTHOLD . N. Y. 119 71 5.69 2r4•T4 N�OI F
85 - 413
WedgCor, Inc.
Steel Building Systems asoutkoCc .Quazzy, J/na.
Ceramic T%le Supplies
P.O. Box 110 • AD
NORTH RJaN
mestown. North Dakota 58402-0110 OO
766.1909 6RTHNY 11971
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SOUTHOLD TOWN
PLANNING BOARD
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liti t y�l:fl� ' +Itl'I� II 'I I+, I��+ ' I•. �. N y-w 3 S
r r '•`� �I ! / I "1�'I ''+i !� � , '�i"fI illi 1' ' I � I) a9 O062SsiotTTAe�r
P
I
- �PPROVAI pR�WINGS 4NlY
I Irl;i+ PRELIMINARY FOR
` I j , 1111 BUILDING DEPARTMENT
' ' + NOT FOR CONSTRUCTION
fi I �I.
DEC 1 91986
NOTICE TO BUYER
NOTES THESE PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF THIS BUILDING ARE NOT TO BE MANUFACTURED BY WEDGCOR. YOUR DEALER IS
WEDGCOR ONLY SUPPLIES BUILDING MATERIALS
USED FOR ERECTION PURPOSES. THESE PLANS ARE FOR BUILDING DEPARTMENT AND INDEPENDENT AND NOT A CONTRACTOR OR
APPROVAL PURPOSES ONLY. THE ANCHOR BOLT PLAN PORTION IS FOR CONSTRUCTION- AGENT OF WEDGCOR. INSULATION , ERECTION,
OVERHEAD DOORS, ETC. , ARE NOT THE RESPON-
SIBILITY OF WEDGCOR.
Q
2.1 3
5-1/2 50' -3" OUT/OUT DF CONCRETE
0 70-1/2"
, T
♦ N
h
OI
h
i
W
N
W
U p
2 m W
O
O W
K
= AB2 0
� O 6
U
O K
\ _ O
O W
7
O W O j
U O
p 2 O
h W
N
N
OF NIYEt fyl,N
P<rcOFy/y//
A82 °1 9� SS
A82
sx A82 ✓� O f1' Z O
Q _I `f 157Lu(
ti
10-1/2" �Oq y00827'14 ?ONs
5-1/2 2' 1-!/2' i2' -O' �o"FSSlot" � `
24'-8" 7D' 4/PPiBFiEEI/ES/l1�
50'-J' OUT/OUT OF CONCRETE
VERIFY LENGTH AND WIDTH DIMENSIONSWEDGCOR STEEL
Dealer : SAETTA GENERAL CONT. Bs
CHECK YOUR ANCHOR-BOLL ANCHOR B0 L T PLAN cu5r:. : SOUTHOLD QUARRY INC. IZ-IS-B$
SETTING PLANS 70 MAKE CERTAIN Descr, : 30 s 50 X 14 1:12 Ck :___��_ _
THAT THE DIMENSIONS LISTED AGREE WITH Site, : SOUTHOLD� NY i - Q
THE Di MENS)ONS ON YOUR CONTRACT !SEE AB 2 OF 2 FOR RFACT!ONS AND DET4I�C1 -z-17- s
Load : 3OLL 98NPH (Scale:NONE) Dw9AI oP-z
PA : 115-8651
REACTIONS AT FRAME LINES) J
NOT
OOL + LL ADL+WLREACTKIWS N ARE OVEN KIPS,(IQOO L
WIN85J
1 D T T 2- REACTIONS ARE FOR BUILDING. FORCES ON FOUNDATION
----__ WILL BE EQUAL AND OPPOSITE
3 Z az '3 ' 4• 3. THE VERTICAL REACTION OF THE ENDWALL COLUMN IS FOR
4 2' _ 4• , DEAD LOAD PWS LIVE LOAD WITH AN ENDWALL RAFTER
_ , — AND COLUMNS AS FRAMING,
i 1 3 34• it . 3 ' ` ENDw�L FyOR WINREACTION
IN THEE OPPOSITE IDIREPRESSURE
CTION�� T�
5.3 Is. Is.-, I.5
I x I SUCTION OF 62% OF THAT WLUE CAN OCCUR.
'
Y S, ALL ANCHOR 80175 SHALL PROdECj FROM SAME ELEVATION
REACTIONS AT FRAME UNE(S) z 1 PENING UFLESS NOTED.
tu,k0aog-`�—`8 °Y°°w G• AL1 CONCRETE DESIGN AND CONSTRUCTION IS N07 BY
L �EID LOCATED n OMK OVERHEAD DOOR FRAMED OPEMNG WE COR.
>< wevows
MR11090M r=NOTN+3• I. stE►w_ E AGI FOR TION 7. CONSULT A LOCAL ENGINEER FOR DESIGN OF FOUNDATION
OA 4 NO tee0 0 W DD NOT Drrt sjcrnhcLpTO� _ I A I+oN ears. N ACCORDANCE WITH LOCAL SOIL CONDITIONS AND FROST
rAUIDooN ••3) :•s-0 ry_r DEPTHS
FoRTO�wANdEc�A/rCHDN� olr i i` B. INCLIWIIA AND OTHER ITEMS EMBEDDED IN CONCRETE,
0. t!Z •+a s adaoUAL, ARE NOT BY ALL MASONRY FASTENERS AND ANCHORS,
9. BASE PLATES BY WEDGCOR. SIZES GIVEN FOR CONCRETE
DESIGN PURPOSES ONLY.
z.19 4• 3/4. 0 • BASEPLATE SIZES ARE 3•:8• UNLESS NOTED.
BOLTS _
: IIh• BOOLO.TS� 4• i BOLTS
a _j
1%Z• , 1 oN PIC
B
zI!¢• ; I)f < BOLT N =
S SIDEWALL •
DETAI
82 N
IDEWALLA CORI C0.Un@�JDOET
�O
CUIYN
C DETAIL D DETAfI
AT RRAt,E LINE(S) O AT FRAME UNE @ AB 2 E+cwAu CDLLYN/DDoN A"m so N
EADIYAIL COLUMN REACTIONS O O AT FRAME LINE(S)
FRAME AT C0U1MNLlFIS) AO O AT FRAME UN
FRAME �� � AT COLUMN urvE(s)� � Q° E(S) z
LINE O LINE O BASE=Co x a AT COLUMN (.NE(S) AT COLUMN UNE(S) A:D
COL BASES CD Xa
LINE V H UNE V ►{ BASE PLATE 5'A' 1 Z
A 1 v5 -Lis A ' 45 Lis
B 4 54 1.03 6 4.54 1.03 4•
4S4 1.03 c y,54 I.o3 •
9 LcoS -1.15 D I•�S -I.15 80L� _ ,J�
A
tt{liitaugl�,s - 4
` 'IImor NEl�
I�• V� 41 Cyd\S S. �y�.�
G Ir
_ �..
;��mTAIL
i , _pszHEETING NOTCH
(A-307) ANCHOR BOLT SCHEDULE $�T N ""` 'Q 0 tTATDOpROPENING
SIDEWAI L 1s 'o 0 013271 ANCHOR BOLT 10
NUT f,� 9n'cESS1a�P� O,a
DETAIL '�r�ltLLlLltti�
R umR 05
QTY DIA. L'�'� A B C PROD. AT FRAME UI ►oRTAL MAINE tourn
• BETWEEN FRAME LINE(S) WEDGCOR STEEL
4 10• - 2• 2/p 2• AT COLUMN UNE(S) Dealer : SAETTA GENERAL CONT. Be :
�4 1'-4• I'-O• 4• 2a/• 2' BASEPLATE AT COLUMN LINES) Cust. : SOUTW QUARRY INC.
gAMPLATE Descr. : 30 x 30 x 14 1:12 Ck :__j1L-___
Site. : SOUTMILD, NY 1 _12=P8
Load : 3OLL 98NPN (Scale:NGNE) Dug A6zoPZ
P1O. : DS-8651
4
4
25' -0" 4
0 OUT/OUT REO STEEL
25. _0..
ES-iL
ES-2R
8 DH-1
G-5 .a D3 GD2
C_ GOx
_ C-p
b 14-0"
z
7'-4
O Dx
12-0' oI
17 0
SIDEWALL FRAMING @ LINE "A "
FOR OV E7.HE AD Oa`F OETiUvS SEE uD4 �F 3
1
G{yj
I ' ETS-10
I 'LAP -
I
OF N
N N N N Vl y6t1/111�
FTC-14
HT-149
o m ST
00'2714 ?�
lC$1UNP�`,�
RT-10 i elIp11111i
SIDEWALL SHEETING @ LINE "A " WEDGCQR STEEL
• b
as Dealer : SAETTA GENERAL CONT. h :-_M�)
CUst. : SOUTHOLD QUARRY INC. _ 12-15_88-
Descr. : 30 x 50 x 14 1:12 Ck :-----------
Site. : SOUTHOLDq NY -----------
load : 30LL 98MPH (Scale:HONE) Dw3 E I of -7
P.O. 115-8651
- 4
4 Q
50'-0"OUi/OUi PED SiEEI
25. -0"
25'-0"
z
Goz O.'1
ES-,L
3 E5-IR
aez G7.
to
C-2
3 Sig-_ I 7A' -o"
� 1 10 0.11
8A-10
' 6A-1D
SIDEWALL FRAMING @ LINE "D "
2'LAP
� I ���yeq:sf9d?z,=Rpp
O
R4e�1 ,OF NE:W�
Com'
o C+ 3-"
w m i Z Lr
ti 4$ JO C62714
Syej, P,e8IOV4
��rp1f11111►��V
SIDEWALL SHEETING @ LINE " D " WEDGCOR STEEL
4 Dealer : SAETTA GENERAL CONT. Ds
os Cust. : SOUTHOLD QUARRY INC. 12_15_68
Descr. : 30 x 50 x 14 1:12 Ck :____-----__
Site. : SOUTHOLD9 NY _
Load : 3OLL 98NPH (Scale:NONE) Dus E z off
P.O. DS-9651
30' -0 " JUT/OUT RED STEEL
ER-!
G-
O
S
G- C- G
7. _q..
N
U U V 1
P W W U
U
Bn-IQ Bn_ G L
9n-70
E N D W A L L FRAMING A T LINE " 1 " SEE E-1 OF, FOR ENDWALL SECTIONS
CDS
PBS-1
ECS-1L GDs CTS-)o 12
C7 Ecs-1R 005
11b�1FS39g�"a
&OF
_ ry n a h � a S�� ✓Y pp0
W W W W W W W 3 S.�fi`Opt{�
W
In
gm i1 p7+,•Qy�. 2
GDS 1p
DSyY 4tiO �L??l�,-���,a,
�4ratl..yr6tN��'
er-io
WEDGCOR STEEL
°
GDS Dealer : SAETTA GENERAL CONT.
Cust. : SDUTHOLD QUARRY INC. _IZ-1S-88
E N D W A L L S H E E T T. N G A T LINE 1 " Desch : 30 x 50 x 14 1:12 Ck :_----__---_
Site. : SOUTHOLDt NY
Load : 30LL 98HPH (Scale:NDNE) DwB E 3 of
P.O. D5-8651
• 30' -0 " OUT/OUT RED STEEL
ER-2
ER-2
G-
• O
S
G G_
G-
e. _0.
4..
U U U
w w U
C � U
BA-10 BA-10 L
BA-i0
E N D W A L L FRAMING A T L I N E " 3 " SEE E-, OF 7FoR ENDWALL SECTIONS
CD5
cTs o PBS
ECS-1L ,ns OTS')0 )p
ECS-7R GD5
O
v n < v> v, 1Sq°a8£45",463�pps
o
7
44`+�q�
+ S.,yam l-9
�=,• L . ¢ i
s
C05
s Z -J"Sif"; Iu
110, 110 oov'A
D 5 liu N� .
Bi-70
WEDGCOR STEEL
CD5 Dealer : SAETTA GENERAL CONT. Bu : MR_-
Cust. : SOUTHOLD QUARRY INC. 12_IS_88_
ENDWALL SHEETING AT LINE "3 Descr. : 30 x 50 x 14 1:12 Ck :-__-_-__---
Site. SOUTHOLD, • NY _
Load : 30LL ?WH (Scale:NONE) DwsF4 oto
F.O. : 115-8651
4 Q �
3
50'-0 'OUT/OUT STEEL
fP-1 iYP U.N.T
- ES-IR SHEETING
ES-11 TYPICAL
rc
W I m I I N
' W
• D I 11
DZ
� o
� o
o- W
J
w
✓I
O O
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FC-1 77 JEO
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slut
O
h
G �
m
6
W
6
0
Rri1Ns
4i Q1 ZU � I ry `•
d- uw � t,;o-;Cy Sre"�o7f9 I
ES-2L 14•'� yl J�
ES-1,R
n
<J tP
0627
WEDGCOR STE1 L
Dealer : SAETTA GENERAL CONT. 8s :---MR__--
ROOF FRAMING PLAN Cyst. : SOUTHOLD QUARRY INC.
Descr. : 30 x 50 x 14 1:12 Ck :___________
Site. : SOUTHOLDr NY -----------
Load : 30LL 98MPH (Scale:NDNE) Dug E 5 of
P.O. : 115-8551
+/N
LL 15'—0"
1/. 7/N
12
SA .
ih SA
1/t
I 1/t
• ,/t +/N
5 x 3/uo SYM.
0A11\
O.S.FLANGE 5 x 3w I SA 7/r
Ih 7/N
WEB
93/4
I.S.FLANGE ISS � (-) •SUBMERGED ARC PROCESS
3 )EQUAL SPACES AT 4 a "a
EAVE STRUT PURLINS�271- 1�
BC Iy GA.� 5 x 3/ EAVE DETAIL
LT�CAPpNOTE'
IF WEGREATERS
,A L WELDS
ARE 8/16.
7/N
f/N
STRUT
CLIP SPLICE PLT. 5 x �z
FC-68 11—
wYu-3V4 Ox z A-325 s` '/. + N �: Nu
t
PLTBOLTS.
� J 5 x '/
S. FSSPMAIN FRAME RAFTER
� = J SPLICE PLT. z
m
< E,EE FL� w/ a 3k"0x 2" A-325 BOLTS aA.
SUBMERGED ARC PROCESS
- A GIRT-SCHEDULE PEAK DETAIL
a ATLWE LINE(S) SIZE
_ t-- A I --►z 9 x !to Ir
. Q � :, A
O 3 x IS
05.
xtn
0 MAIN FRAME COLUMN "' 1 w s >< '• '••.• •' ' ":
..a o' F�_GS 2 "+s` •Ir 2 • '!�:��. :a:.. i-r:�/:
BASE PLT. 5 x II/z 4�oA o oazi� ��.� . �,.•.-����. r.�
•�wik,- 3�y,.0z I'-4"A-307AB.a
W m w FINISH FLOOR 1baw� OSJ
a � a q" Iz BASE DETAIL
30' WEDISCOR STEEL
vi OUT TO OUT STEEL Dealer : SAETTA GENERAL CONT. Ds : MR_
y Cust. : SOUTHOLD QUARRY INC. _12_-IS A8
CROSS SECTION OF MAIN FRAME Descr. : 30 x 50 x 14 1:12 Ck :-----------
AT LINE(S)O site. SOUTHOLD, NY ----------
Load : 3OLL 98MPH (SCale:NOHE) Dwa E(p of l
P.O. D5-8551
( -O ) OUT TO OUT OF STEEL
12 BLDG.
C )
71
EQUAL SPACES aC4' S j,0L,�"
l 3 CLIP: FC-60
x 14 GA. PURLIN (TYP.)
c CLIP: FC-64 (N.S. ONLY)
CLIP FC-66 -® C
. ii .
EAVE
$TROT CLIP- FC-61
@cx YGA.
CLIP-- FC-55 ENDWALL RAFTER
' CLIP- FC-56 ® A x- `4 GA.
3
CLIPS FC-55 CLIP = FC- 56
I® I 5 -
D4 GO-1 �2"Ox 11/4'
A-32 .BOLTS (TYP.)
CUP:
FC-4 — CLIP:
W I -7
S
CLIP: FC-51 E'DWALL GIRT
x-Li GA. TYP.
a
W
S
F _ 9 CLIP-- FC-4
11
o 2 G0-1 SIDEWALL GIRT o-
W ?
7- _ SEE SCKEOUI_E AO E(n OF - -
_ �lilld+dy
-. 7 WRNER COLUMNs.q; >,°s
� ) 6 -1 mJ—K lu I GA. €^ND Wr'ALL COLUMN fix Ice_ GA.
3 3 r 4
w D- "0 x I%2" A-325 �, , oL _ku
Z.
BOLTS (TYP.) ' DS X40 % 062
CLIP : FC- 50 CLIP: FC-50 9�FfSSipNP�
ENDWALL FRAMING AT LINES +Q&(3 WEDOCOR STEEL
Dealer : SAETTA GENERAL CONT. By :
L) ALL BOLTS TO BE U2° Desch :
__MR
GEN. NOTES.__.- • - cult. : SOUTHDLD QUARRY INC.
E1x11/4"A-307(U.N.)
Desch : 3D x 50 x 14 1:12 Ck :___________
2J VIEW FROM OUTSIDE OF BUILDING.
Site. : SDUTHOLDr NY
3.) ® MATCH SHOP MARK Load : 30LL 98HPH (Scale:NDNE) Dug E 7 of d
P.O. : D5-3651
2 EAVE STRUT
SHEETING ANGLE: SA-10 PURLIN �r
9Z PURLIN ,Y12X!'S.O.S.(GALV.) CLIP: FC-60 '
CLIPFC-66 I EAVE STRUT CLIP FC-64NS.ONLY)�
•• ENDWALL RAFTER -- WGA-307 BOLT
r•----� 4 ! PURLIN
I
• I / • ENOWALL RAFTER
ENOWALL 1
RAFTER 1 / 'hix140
1 / A-325 BOLTS
h"•XI%4"A-325 BOLTS • 1 / • 12 BOLTS)
(6 BOLTS)
C
ENOWALL RAFTER 4"
CLP FC-61 IK
• PERI( DETAIL WITH COLUMN � CLP'FC53
OUT CENTER 3 %"A x I1v A•323 SOLM ttiP FC-56,'
CLIP FC-55 (NS) 16'BOLTS)
CLIP:FC-55 FC 56(F S) CLIP FC 60
CLIP FC 56
CORNER COLUMN — —7
� , Ye"•X14" • • '�.11 ENOWALL RAFTER VMWALL COLUMN
/j k325 BOLTS CLIP FC-
1 (6 BOLTS) j St"e
1 BOLTS gCLJ3 -
L 12 0.T5)
CORNER COLUMN I I QIP, FC-61
90 i I ENCWALL COLUMN TO ENOWALL RAFTER
- 5
ENDWALL RAFTER TO CORNER COLUMN #12X1"SOS. (GALV) SHEETING ANGLE
SA-10
EAVESTRVT TO CORNER COLUMN OET411. 2 PEAK DETAIL WITHOUT CENTER
COLUMN 4 •
2-iG a A-307
LIP FC-50 I PURLIN
ANCHOR 12 5'i'vB
BOLTS
ER COLUMN 92 SIOEY4LLGIRT CLIP: fC 7 CORNER COLUMN ENDNALL COLUMN PURLIN ENDWALL"RAFTER
CLIP: FC-4 (Fc-ze)
(BOLTS"A-32i --------- 4"
_ ENDWALL GIRT 6hZ
a CLIP FC-51
CLIP FC-4 -
- Fca=
ENOWALL 3" 41/20 1 ( 1 PURLIN TO ENOWALLRAFTER DETAIL i 6
I!' II 9"
9"
6%2 Z ENOWALL GIRTS NOTES:
CORNER COLUMN BASE DETAIL
7 CORNER-COLUMN GIRT DETAIL 1.) ALL BOLTS TO BE %2"flrx1%4"
9 ENDWALL COLUMN GIRT DETAIL _ II A-307(U. N.)
•' _ - 2.) VIEWS ARE F �'�3aaalseal;¢,
ENDWALL SW 0kZENOWALL GIRT LGA "B OF
a c4r±a BUILDING { r
COLUMN 307 CLIP:fC-4 I.- z;;s�S S.rye` 0 0d
•. la S
CLIPFC-50 BOLTS ENDWALL COLUMN ~
CLIP: FC-4 CLIP FC-•7 _ 1J '( _ z Q
CLIP:FC-50 �C VR % f vin
', 2
v IB�OL73h•A
s to
EN'D L ;% t T I I ° w I WEDOCOR STEEL in
Dealer : SAHTTA 6ENERAL CONT, B9 :...
!- CORNER COLUMN Cust, : SOUTHOLD OUARRY INC. Z-IS-88
CLIP-.FC-51 ' -�------- �
9Z SIGIRT 672 ZENDWALL GIRTS ' Descr. : 30 x 50 x 14 1:12 , Ck :-----------
ENOWALL
COLUMN B SHEETING CLIP: FC-52 , Site, : SOUTHOLD, NY _
ASE DE7AI� ft CORNER COLUMN GIRT Load : 30LL 98HPH (Scale:NONE) Dw36Dl of3
DETAIL ' 10 END'NALL:COLUM1tN GIRT DETAIL P•0, : D5-9651
rl 2
II EYESCLT
CABLE GP.!P EYEBOLT
Y ASN FRAME � CABLE �-�CABLE
C0.UYNBEi�r_ EYEBOIi
CABLE
E CRIP CABLE GRIP
NAM FRAME
CABLE 1-1/2'
O COLUMN _ CAW STRUT�
#r EYEBOLT COMP' rC-94
nl MLLSDE _
- CABLE CRIP BRACE EYE WASHER
FL( YAy, C48` CORNER
( ; COLUMN FLAT 1YAsoE4 Cup. FC-LS
_ CARIE O � `NUT DOOR JAMS 8
HRi( WAS:!ER CABLE
�^
Ty GDL
SPACE EYE C.
{ ) CABLE GP.!p
SW BRACING AT MF COLUMNCABLE-
`"'B`E 2 SW BRACING AT
1 SW BRACING AT MF COLUMN ATALL CORNER COL. \ - C' P. 98-2
7
K HN.LSDE WASVER CARL 3 SW BRACING AT DOOR JAMB 4
l\
CABLE GRIP � I MT WA3NE4 '9 OVERHEAD
EYEBOLT NUT CABLE GRIP DOOR JAYS
BRACE EYE ,N BRACE EYE
i- ,]V� OCOR JAYS
PURLiN HOLES QIe' fiB-2
.2- • E•
y• YAM CRANE 12' RLIN HOLES CABLE CABLE CPJP
RAFTER i' V A —CLIP: FC-79 CABLE
EYEBOLT YA!N FRAME CABLE GPIP
CABS GRIP �
MU
BRACE RAFTER
FIAT NASiE4 CUP: CD_-2
CAkkl p
CABLE NR.LSCE WASTER ��j
CABLE—�7/ 4•
_
ROOF BRACING AT MF RAFTER �1/2
'I (2 BOLTS) SOERALL
5 ROOF BRACING AT MF RAFTER 6 BRACING AT DOOR JAMB
HR�oF SW BRACING AT DOOR JAMB 8
""s"`" GAe<< DETAIL A. 7
WASFLAT CABLE cPlp cABLE DETAIL B. GENERAL NOTES
WASHER CABLE • 5/w
E`EeOLT CABLE GPIP EYE BOLT S/8' ] CABLE a 5/w /9
BRA EYE / /i•
' 'A' DIM. P' I:' ' EYE 80.7 5/B-
14
e of i- A• DIM. 1,• 1) ALL BOLTS 70 BE 1/2
IM.
NUT Q ` 4 TOTAL {-) 17' 1i• 2 TOTAL �- iE' 17' It Y-1/4 A-307 (U.N.)
4 3 o' 2) VIEWS ARE FROM OUTSIDE OF
MAIN FRAME ti BUiLD;nG
COLUMN BRACE CUP
BRACE EYE ICBG-1)
SDEWALL
SW BRACING AT MF COLUMN _
9 SW g-
BRACING AT MF COLUMN 10 d
W 1.1E.G Dylil 1 <
CABLE GRIP(1yP) IPBS-2(typ) $ c v u J C- Q trr 2j AI
BRACE EYE Dyp w n u o 11 m 11 %sit u
ps *, do D8277A ��;,
12 61
PLRLIN HOLE 1 R�FFmot, VFW,
ENDWALL
EYE ear Feil
RAFTER EYE ear ---------
(SINGLE C) _
c WEDGCDri STEEL
i Dealer : SAETTA GENERAL CONT, BY
MUS'DC WASHER HRLSDE WASHER Cust. : SOUTHOLD OUARRY INC.
ROOF BRACING AT FLAT XAs•ER FLAT WASHER Descr. : 30 x SO x 14 1:12 Ck :___________
EW RAFTER 1 1 NUT NUT Site. ; SOUTHOLD, NY
12 TYPICAL CABLE BRACING ASSEMBLY P Dd : 30LL 8MPH (Scale:NONE) Dui,1ozota
— -- —
_ .1 "
6
OVERALL LAP GENERAL NOTES
112 " 1" sffs. (GAl.) r2 . 1" sos iPURLIN 1) ALL BOLTS TO BE 1/2" 0
BA-10 MAN FRAME 4" A-307
% 1-1
(6 LONG) RAFTER FR
BA-10 MAIN AME • /
(FIELD CUT) (FIELD CUT)
(6• LG) RAFTER T� 2) VIEWS ARE FROM OUTSIDE Of
1-1/2" 1 STRUT EAVE STRUT • • I BUILDING (U.N.)
S 1-1/2" "
7-t 2
PURUN
FLANGE BRACE
MAIN FRAME • • ' AS REOUIRED
RAFTER (SEE FRAMING
SEG IN PURLIN OVERLAP 3
n � -
- " 7- "
CUP: FC-S CLIP. FC-68 "
MAN FR
BOLTS MAIN rRAME
BOLTS • • O •
MAIN FRAME O •
COLUMN MAN FRAME
COLUMN
PURLIN
FLANGE GRACES
MAN FRAME • • AS REWIRED
RAFTER (SEE FRAMING
MF TO EAVE STRUT ( Ill z anis ) 1 MF TO EAVE STRUTe
s z Gis
FLANGE BRACES ( 2 PURLIN OVERLAP 4
AS REWIRED MAIN FRAME FLANGE BRACES
• • COLUMN YAM FRAME FLANGE BRACE
(SEE FRAMING L " (S REWIRED • • COLUMN AS REWIRED YAM FRAME
SECTION) - tt--I/Y (SEE FRAMING _ (5 AMtNG • • COLUMN
S.W. GIRT I SECTION) `I/2' SEC 1
f(� S.W. GMT
1 a • •
3Jr 3a
1Z IZ•'
36r OVERALL LAP SM! GIRT 3•Ri SW. GMT 511. GIRT
24' OVERALL LAP S.W. 4OrER
3t_t/2r 12� ,. .W. ALL LAP
ORT " N
2'-7 Y2- 12' 36
S35�. i sz„Rr
GIRT OVERLAP 5 GIRT OVERLAP
6 GIRT OVERLAP 7
FLANGE 4tACES MAO FRAME COLUMN
(SEC FRAMING • • AS RE RED BRACESAS KOUIRED FLANGE MAIN FRAME COLUMN FLANGE BRACES `n�'f
S.M. ORT • • AS REWMCD g G {y, t(i
.EE FRAMI J (SEE FRMING MAIN FRAME . n `'
SECTIONS) (SEE FRAMING • • COLUMN n z('� tr II 2 0
SW. DRi �1 x-1/2” SECTION) fillzg
I I S.W. GIRT SW. ORT Il
ID ill
i3 y • i • • 0 �Ff38fONP
O • WEDGCOR STEEL
•
s-1 2R Dealer : SAETTA GENERAL CONT. Bs
-JJ" _
ORT SM. dRT R � Gust. SO _I2_1S_66
UTHOLD QUARRY INC. '
J64'OVERAI•L LAP 37-1/2" "OVERALL LAP37-1 Y" DeSCr. : 30 X 50 X 14 1:12 Ck
36r � J7-1 2" .-----------
�v 36M 1'-O'-TO 3-6" Illgsr OVERALLLAP Site. : SOUTHOLDY NY _
GIRT OVERLAP Load : 3OLL 981 (SCale:NONE) Dw96D30Pa
8 1 GIRT OVERLAP 9 GIRT OVERLAP �� i : ns-Bssl
NOTE: FOR DOOR JAMS TO ENDWALL
RAFTER SEE ENDWALL DETAILS. -
1/4- 1/4.
. CUP: 1S-B
(FACTORY WELDED) BC DOOR JAI S -- �1 CLIP. JC-9
-- (FACTORY MELDED)
6 g
TRIM 4 co 4 GD 5 N T TRIM 9E ODOR JAYS
3- I 1
EAVE STRUT I
. � '
HEADER
DOOR HEADER 3-7/4- 3-1/4-
/ y DOOR I
GIRT TO DOOR JAMB L � I 3 GIRT TO DOOR JAMB 4
GIRT . ` m GIRT qRT ttt t/Y • :0.Tt-1/4-
m .. . :Ir CUP. JC-6 - A-307 BS
-c {FACTORY MELDED) - - - -
�- �:
TRIM o • TRIM o a (FACTORY *ELM)
N� p�
0
Z BE DOOR JA/JB --
r- coy
FINISH FLOOR
FINISH FLOOR
C HEADER
LEFT RIGHTRIGHT
LEFT 3-T/z DOOR JAYS
B[ 4TRT
DOOR JAMB TO EW RAFTER 1 DOOR JAMB TO EAVE STRUT 2 GIRT TO DOOR JAMB
5 DOOR HEADER TO DOOR JAMB 6
_ 3 GENERAL NOTES:
3- 4-1 r �-Vz' KGIRTs-i/2 z dRi
CLP: F 9 2 ORT 1) ALL BOLTS TO BE 1/2' 0
c-°4 ((R) x 1-1/4' A-307 (U.N.)
FC - -- aro: FC—BHs � - CLIP: FC-7
aE
Q ; O 0 �♦ cQ 2) BUILDING (U.N.S ARE )M OUTSIDE OF
s . z-
3- \� _, 3) ALL DIMENSIONS ARE t
Y
DOOR JAMB TO GIRT 7 DOOR JAMB TO GIRT
— _ 8 DOOR JAMB TO GIRT g
ENDWALL COLULQi DOOR f r �� y/EI `s,
EAVE STRUT _ CLA FC-79 (USED AS DOOR JAYS)
(FACTORY CLIP: FC-79 m „se 1'f - hu d
r t_1/Y •
WELDED)
� t14 - - � (FA
SS}ie 2:7 2,
x
WELDED)R� H a1 � 3/4. 4A-307ACRS , 06
CUP: iC-63 ANCOR BOLTS NHOBOLTSSIO
1_t/4. ' O
I/P 0 x 1-1/4' WEDOCOR STEEL
A-307 BOLTS Dealer : SAETTA GENERAL CONT. B9 :__M2
DDDR JAMB
040WALL Cust. : SOUTHOLD QUARRY INC.
—t/2 WALL Descr. : 30 x 50 x 14 1:12 Ck :_----____--
i
Site. : SOUTNOLDP NY -
DOOR JAMB TO EAVE STRUT 10 ENDWALL COLUMN BASE DETAIL 11 DOOR JAMB BASE DETAIL 1Z Load : 30LL seNPN (Scale:NONE) DNBGD4ot9
P.O. : ns-Basl
'�'1 CL Y ♦12 4t9DE CLOSURE (pT ER 05A KSDE CLOSURE TAPE MASTIC ROOF PANEL TAPE MASTIC ROOT PANEL TAPE MASTIC
S' }f t 2 a J 4 r SHEETING ANGLE SfiEET6tG ANGLE &a-TING ANCLE ROOF PANEL
1
STS, • (SA-10) (SA-10) -- (SA-10)
112 a A —
ROOF PANEL ROOF PANEL P•-6' D.C.) A"SLS
EAVE TRW - UNDER GABLE TRIP 012 a 1' SD.S GABLE TRIM .. '� Oz.)
GUTTER STRAP
012 + 1' SD.S GUTTER
(NOT BY WEDGCOR) • -- 'S CABLE IRp1
/12 a 1' 50.5 012 + 7/4' SLS -- 2 +J/t SLS31 -� —
EAVE STRUT (1-D' o_r-) 1 d O.C. /li + 4 —
EAVE EAVE STRUT STUB ( - ) (1'-0
I12 a J\4' SLS mum
OUTSIDE CLOSURE 012 a ..S OUTSIDE CLOSURE OUTSIDE OUTSIDE PURUN
(1•-o' o.c.) (T•_ D.C.) CLOSURE 4' (FC-Ze,� CLDSURE 4. 0.0 PURUN
4'
CLEF
BACK-TO-BACK BURT-UP
WALL PANFL MALL PANEL ENDWALL RAFTER ENDWALL ENDMALL MWALL ENDWALL
PANEL PANEL RAFTER PSL �-AFTER
EAVE TRIM SECTION 1 GUTTER SYSTEM SECTION 2 GABLE TRIM SECTION 3 GABLE TRIM SECTION 4 GABLE TRIM SECTION 5
f,EEL
Li
/12 a 1' SO.S /12 a 1• S.O.S.
WALL PANEL—� MALL PANEL BASE ANGLE(BA-10)
SUEWALL
PANEL 4PANM
NEADr7t 012 a i' S.O.S. N9DE
DOOR 4 CLOSURE012 a +' S.D.S 012 8 1' SD.4 S 0.0012 a Jf4' S T-i r•- ) M90E
(1•-6 o.C.) CLOSUREw3z 01
ORNER
BASE TRIMTRUW ENDWALLfEAOER TRIM iRA10NC QOSURE (BT-10) fWNDAiMN
Pte_ WNLJAMB MALL PARER JAMB _ i POWER DRIVEN F .AScNERS
. 7891012 a J�4' S.T.S 7TtNT )
(1-6 0..c) (1-6 0 L) T-1/Y
TYPICAL CORNER DETAIL 6 DOOR JAMB ( Bac PANEL ) 7 DOOR JAMB 0DC- °A ) 8 HEADER TRIM 9 BASE SHEETING ANGLE 110
ROOF PANED. EAVE - % 0"L4
TRIM O:A_
N 7 a•; ` 3
RIDGE CAP �o UL's
• � CABLE11� p� SII
PEAK Bax CABLE I� WEDGCOR STEEL
CABLE TRIM END CAP 50<MALL Dealer : SAETTA GENERAL CONT. Bs L-114-1-----
PANEL
WALL Gust. : SOUTNOLD OUARRY INC.
PANEL CORNER IM Descr. : 30 x 50 x lA 1:12 Ck :____-______
Site. : SOUTNOLDM NY -----------
Load : 3OLL 9BNPN (Scale:NONE) Dw9u4SOf8
PEAK BOX 11 CORNER TRIM 1121 1131e.o. : D5-8651
FIELD LOCATE AND DRILL
3'16•/ HOLES IN GIRT
FIELD LOCATE AND DRILL WINDOW NUDElt
• 376•/ HOLES IN GIRT 4 � FRAME(NHW) WALL SHEET
WALL GIRT MINDOW HEADER ULS111)
DOOR WALL GIRT
JAMS
'FRAMING CLOSURE AT
FRAMING CLOSURE WINDOW 31LLWALL HEADER TRtM AT JAMBS, HEADER AND 31LL
DOOR FRAME
WINDOMI
JAMB SHEET JAMBS,
AND,HEADER
SILL
INSIDE CLOSURE
WINDOW JAM
WINDOW JAMB
WINDOW SILL
wwDow OPENING
I Wrx4• EXPANDED ANCHORS
WINDOW JAYS (OR EQUALXN.B.WJ
�P :a
t+,a�eie
>'
DOOR FAME S
BASE ANGLE R
;
WINDOW OPENING PLUS 3•' !n � n1 1
Q
yy(p > •7'q` z>P
WALL SHEETTHRESHOLD *I2XI"3ELF-DRIWNG WINDOW DETAIL s9"Oo62n•
SCREW O
SS10N
'{r R P
E
FOUNDATION
RVENT RIM
REDUCING-COLLAR
SPINNING VENT
3•Y i
• '��• 1�2• ANGLE ' lNSEJtT FROM
1NG CLOSURE S EET dlT31DE OF BUILDING i —
NT-:/ACK •
SELF TAPPING SCREWS
tg E RIM
NER � � SELF ORIWN�SCREWS
COLUMN AMB (ro a� NEER WALL SHEET SIDE CLOSURE
DOOR - y2•/X4•£XPANDEOFRAM +
G ' (ANNBC w 3IOR EQUAL). LOUVER(N.e.w) STATIONARY VENT
N WALKDOOR
INSIDE QU1310E NOTE=
N.B.W.=NOT BY WEDGCOR.
WALKDOOR DETAIL SILL ' FRAYING CLOSURE
= RIDGE CAP
WEDGCOR STEEL
ILLI CUT Dealer : SAETTA GENERAL CONT. Bs
CIRCULAR HOLE CUst. : SOUTNOLD GWRY INC.
T N Descr. : 30 x 50 x U 1:12 Ck :-------—_-
WHEN MOVING DOOR DO SO IN ONE FOOT LOWER INSTALLATION Site. : SWTHMD, NY -----------
LOUVER PER EXAMPLE x-10,2=10". 3'--100 VENT:JACK INSTALLATION Load ; 3oLL 98NFH tScale:NONE) DwAGDaof9
e.o. : ns-sssl
S E C T I O N P R O P E R T I E S N O M E N C L A T U R E
C - SECTIONS
CTION WT DEPTH 111DTH THKNS LIP AREA RADII MBAR IXEF SX RX XBAR IY SWY SLY RY 0 J CW FLAT IXFL PGBA70D BASE SHEETING ANKLE 2-+/2' x 2-1/2 .16 CA (cALv)
sA Io ° " BRiOw'G 1 Ndf 1' : 1• x ds CA (cALv)
A.
83016 3.0585 8.0000 3.0000 0. 590 0.7500 0.8988 0.1250 4.1540 8.5666 2.0622 3.1847 0.8895 1.1222 1.2676 .5317 1.1174 0.6072 0.0010 13.8557 15.2343 9.1164 FB-10- so S,� ANGLE 2-7/+6' x S ++FLANCE BRACEL: : 16 GA. (cALv.)
83014 3.8844 8 0000 3.0000 0:0750 0.75001.1415 0.1250 4.0504 11.3147 27934 3.1799 0.8969 7.4236 1.5872 .6769 1.1167 0.7008 0.0021 17.2691 15.2205 11.5428 FB s1 - 74 +-+/r x +-1/zCa a GAL
EOP-1 GVF STRUT BACKING PLATE 2 x 3' x 14 11
93016 3.2593 9.0000 3.0000 0.0590 0.7500 0.9578 0.1250 4.6624 11.2082 24040 3.5253 0.8365 1.1631 1.3984 .5376 1.1020 0 5713 0.0011 17.9118 16.2343 11.9035 EBP-2 EAVE STRUT BACKING PLATE (WS) 2-1/r x 6• x 11 cA
CBC-1 CABLE BRACE CUP 2-+/Y a 6• x It Wl
93014 4.1396 9.0000 3.0000 0.0750 0.75001.2165 0.1250 4.553314.7843 3.2470 3.5200 0.8439 1.4756 1.7484 .6844 1.1DI3 0.6601 0.0023 22.3376 16.2205 15.0735 CBC-2 CABLE BRACE CUP 2-+/2" x 4-3/4' a s/,6•
93013 4.7614 9.0000 3.0000 0.0850 0.8750 1.3993 0.1250 4.5008 17.3260 3.8495 3.5194 0.8819 1.7709 2.00E7 0.8361 1.1250 0.7136 Q.0034 27.3660 16.4619 17.33121 DOOR t 1LINDOW "NO CLIP 2 x 4-_/4• x s7C
HEADER CLIP 2-7/2- a 6' x 1 CA
93C12 5.8756 9.0000 3.0000 0.1050 0.87501.7267 OJ 250 4.5000 21.3078 4.7351 3.5129 0.8912 2.1825 2.44891.0349 1.+243 0.7602 0.0063 33.006216.4447 21.3078 �2 NE1D6f CLIP r ■ 2-7/16' x 14 GIN
,IC-6 DOOR R CLI CUP s• x 2-7/16• x 14 DA.
Z - SECTIONS +C-e DDDR IAAe CLP c" x e' x 7 GA
TIBC-1 •EB BRACING CUP 6• a 6-1/2• x 7 GA
SECTION WT/FT DEPTH THKNS FLANGE UP AREA SX IXEFF RX SY IY RY 0 MMT IXY FLAT FbAIIN IXFL W-2 BACK-UP PLATE (Slur • t 3 6" x 5 a 3-GA. x n GA.
BB-3 BACK-UP PLATE (1/2' P CABLE]• • CABLE) 6' x ir r 7 GA
6.5216 2.4600 6.5000 0.0590 2.4J00 0.7500 0.7229 1.4287 4.6874 25658 0.3570 1.0237 1.1900 0.6912 42.8619 1.6421 12.2530 25.3592 4.7591 FC-5FCRRT CLIP
2-1/z• x s-,/4 a 7 CA
6.5Z14 3.1962 6.5000 0.0750 2.5000 0.8800 0.9393 1.9006 6.1770 2.5644 0.4965 1.4845 1.2572 0.7645 57.0187 22583 t2.524i 27.0650 6.1770 FC-6 OAT CLP 2-T/2• x 3-1/4 * 7 CA.
9216 30863 9.0000 G.0590 2.7200 0.8700 0.9070 2.3081 10.5780 3.4689 0.4353 1.3757 1.2315 0.5751 69.2441 27927 15.3730 2+.2968 10.9143 is-� �i� 2-+n• a 6-1/4• x 7 cA
3-1/4• a 2-1/r x 7 CA
9215 3.6816 9.0000 0.0673 3.0000 0.8100 1.0819 2.7981 +28728 3.5138 0.6005 20924 1.3907 0.5982 86.9443 3.8514 16.0765 23.1572 13.3582 FC-27 STUB PLRIIN CUP (6-1/2 3-1/4' x x r x 7 CA
FC-Zm SMB PURL" CLP (x 4 � V Z x z x 1 s ,6 GA
9214 3.9261 9.0000 0 0750 2.7500 0.8100 1.1538 3.0787 13.8540 3.4651 0.5567 1.7760 1.2407 0.6542 92.3601 3.5799 15.3841 23.7288 13.8540 FC-50 BASE CLIP, i ,%+r s i%i: 1/s
9273 4.478b 9.0000 0.0910 27500 0.8100 1.3955 3.7059 16.6766 3.4569 0.6672 21286 1.2351 0.6937 111.1775 4.2999 15.3351 25.2728 16.6766 Eo-st Es c CLP 6' x 2-1/r a 7 CA
FC-53 CIA CLP W a 3• s t6 (:A
HI-RIB PANEL SECTION FC-S4 r x 4'I3-' x 1 GA
FC-s5 N SHEETWC� B-3/4• x 6• a 16 CA
GAUGE Fy Fb THKNS tYi GIRTH Ixx IN4 Sloe (IN3) Ixx IN4 Sxx IN Ixx IN4 Sxx IN FC-s6 COLUMN CLP 3' x 4' x 7 CA.
(K51) (K9) (INCH) (PSE) (INCH) TOP FLAT IN COMPRESSION, STRESS BOTTOM FLAT IN COMPRESSION, STRESS BOTTOM FLAT IN COMPRESSION, DUL FC-588 CHIP s• a 4• : 7 GA
3• x4 a 7 GA
26 80 36 0.019 0.896 41.56 0.0387 0.0401 Fo-ss COLUMN CP 3• x 4• x 7 CA
0.0334 0.0388 0.0351 0.0396 Fc-6o 6-1/4' x 4• x 7 CA
24 80 36 0.028 1.160 41.56 0.0691 FC-61 RATER CLIPar x VARIES x 7 GA
0.0609 0.0524 0.0576 0.0541 0.05853 : /2-3/4' x> GA
4" a FC-62 RATTER CLP 3• x 12-3/VARiES x 7 GA
4. 4" 1" 1" T'�. in
FC-e4 � CLIP
s x s 3/4 x 7 GA.
N FC-" EAW STRUT CLP VARIES x VARUS x 7 GA
I^ �L_ FC-87 f4W STRUT CLP ht/4' x VAPoES x 7 CA
LL��.. EAK SMT CLIP 6-1/s•.s VNtlES x 7 CA
O FC-67 W
j FC-66 EAK STRUT CUP II-11r x 6-1/2• a 7 6-3/4• a 6-1/4• a 7 CA
FCr6>r WE STRUT CLP 2-3/a' x VARIES x 7 GA
FC-70 GIF STRUT CLP 2-3/4' a VARIES x 7 GA.
FC-71 BASE Cly 3-1/4' x 3-1/4• x 1/4'
1.625" 3 FC-72 COL CUP 11• a 2-1/2*
3.3125" ce-n COLUMN CP 3• x VARIES x 7 OA
FC-74 COLUMN cup
12" 12" 12" FC-7S GOT CLP i i/:�2-ite•G:7 GA.
36" rc-n Gm CLP 3-1/4• x 2-1/2• a 7 CA
FC-76 SMEETa�G Cly 3' x 3' a 16 GA
FC-76 B LSE CUP 3-1/6 x 3-1/4 x 1/4'
FC-6O MIBb"ATE CONNECTION PLATE 3-1/4• x 3-114• x 1/4•
ARCHITECTURAL PANEL SECTION FC-81 3• : 12-3 e x 7 GA
F Fb THKNS NlT gRTH 3-C (IN4 Sxx IN In IN Sxx IN Ixx IP14 FC-82 INTERMEDIATE CONNECTION PLATE r x s-3/4• x 7 CA
GAUGE Y Sxx IN FC-es DOOR ,LALs Cy 6- a s 3/4' x 7 GA
(KSI) (KSI) (INCH) (PSE) (INCH) TOP FLAT IN COMPRESSION, STRESS I-V LM FLAT IN COMPRESSION, STRESS BOTTOU FIAT W COMPRESSION, DEFL Ft-84 DOOR rA� CLP s• x 4• x 7 eA
FC-6S BOOR JAMB CUP - 2-1/r a 6-1/4• x 7 0L '
26 80 36 0.019 0.896 41.56 0.0199 0.0344 0.026 OR 0.0398 0.026 0.0398 FC-86 DOmwS CLIP 2-+12' x 6-1/4' x 7 A
FC-87 N17F.ROLL CLIP 2-1/2' x6-1/4• . 7 CA
e x fC-66 - -ROLL CLP s-1/4• r 5-3/4' x t/4' F
1 NF1(-ROLL
N cc-90 ANn-ROLL CP Eiji• .ss-3/4* x 1/4-
to
/4 1
C jI FC-61 3-7/4• x 5-314' a t/s'
LL �[ CABLE BRAKE Cep 41 x 6' x 3
FC-92 /6
_93 CLP 4' : 7 x 3
FC-94 CABLE BIKA� CLIP 3-1/4' x 3/• 7 CA
7 6-15/16• x 2-11/16• x 7 GA
12" I `_ 12" I 12" T
36" - -
�y�xS++18dT3�pye
L E G E N 0 �,4e+ or• yo.7�7�
C- MAIN FRAME COLUMN G- GIRT CABLE SIZES �� " �� KS s hey 9�g�
RB- MAIN FRAME RAFTER P- PURI o t N s WEDGCOR STEEL
CC- CORNER COLUMN ES- EA STRUT RCB- ROOF CABLE BRACING o NONE ■ 5/16" 0 o " 0 0 4 EA f "' °Z tC = Dealer : SAETTA GENERAL CONT. By MR___
ER- ENDWALL RAFTER RC- RIDGE CAP SCB- SIDEWALL CABLE BRACING o NONE • 5/16" 0 a 3/8" 1/2" 0 Z 1 I Lu Cust. : SOUTHOLD QUARRY INC. _1t 15_eQ_
EC- ENDWALL COLUMN RS- ROOF SHEET ECB- ENDWALL CABLE BRACING ■ NONE o 5/16" 0 0 0 a 1 " 4 N N.�.d- �3= Descr. : 30 x 50 x 14 1:12 Ck :___________
DJ- . DOOR JAMB SW- SIDEWALL SHEET FTC- FRAMING CLOSURE?�°A ° 0627j4 ��'�.F Site. : SOUTIiDf D, NY ---_______
DH- DOOR HEADER EW- ENDWALL SHEET �1►90FEg�g/ONP�►� Load : 30LL 98NPH (Scale:NDNE) DuBSV108
P.O. : 115-9651
A C C E S S O R I E S S C H E D U L E
ROOF SHEETING 2Lo GA. COLOR &ALYALUME
b _g` #12 x 3/4' SELF-TAPPINC SCREW TYPE: o STANDARD ■AL-COTE o STAINLESS STEEL o OTHER
1 - 1'-b' 1 -b" ) -b 1 SCREW (STS) WALL SHEETING Z(D GA. COLOR _pLEAS6
ftrib� 1 -b � -b. IETC. y12 x 1' SELF-DRILLING SCREW TYPE. r STANDARD o AL-COTE o STAINLESS STEEL o OTHER
T T T s SCREW (SOS) TRIM COLOR SIHITE.T T T T PARTITION SHEETING GA. COLOR
LINER PANEL GA. COLOR
r SOFFIT PANEL GA. COLOR
I �
W
- r
°o OTHER ACCESSORIES
r `G
QTY. DESCRIPTION
t t Y� SKYLIGHT. 3' x 5'-8', FIBERGLASS
r `G t SKYLIGHT' 3' x 8'-6 1 2 FIBERGLASS
SKYLIGHT- 3" x 1l'-4'', FIBERGLASS
SKYLIGHT: 3' x 17'-1", FIBERGLASS
`.o
r FASTENER SPACI ARCHITECTURAL PANEL AT WALL SKYLIGHT (ARCH)- S x 16'-0'', FIBERGLASS
ONE WALKDOOR. 3070 wl HARDWARE
a r WALKDOOR. 4070 w HARDWARE
t t t t t t t WALKDOOR: 6070 w HARDWARE
#12 x 1 SELF-DRILLING
2868 AGRI-DOOR
SCREW (SOS) WAL.K000R
ROOF VENT. TURBINE
�ROGF & WALL PRIMARY FASTENER SPACING AT PANEL END LAPS, ROOF VENT STATIONARY
X12 x 3/4'' SELF-TAPPING A RIDGE CAP, EAVE STRUT, SHEETING ANGLE, & BASE ANGLE. EAVE GUTTER
SCREW (STS) DOWNSPOUTS w LOCATIONS
NOTE: FRAMED OPENINGS
SELF-DRILLING SCREW PATTERNS t t t t t OTY. WIDTH HEIGHT DESCRIPTION
A & B (AT RIGHT) MUST BE
FOLLOWED EXACTLY AS SHOWN I I ONE \Z' \Z' OVE�HE l� COJ
TO AVOID RUNNING SHORT. I
C�FASTENER SPACING AT INTERMEDIATE GIRTS.
WHEN INSULATING BETWEEN THE
SHEETING AND RED IRON, PURCHASE
ADDITIONAL SCREWS FROM FACTORY
AND FOLLOW PATTERN A ONLY. t t t t t -
FOR YOUR CONVENIENCE, PLEASE I I I
ADVISE WEDGCOR OF THE THICKNESS
OF INSULATION YOU WILL BE USING Q—ASTENER SPACING AT INTERMEDIATE PURLINS.
(4" OR MORE REQUIRES LONGER
SCREWS).
ROOF SHEETING END LAPS ROOF SHEETING SIDE LAPS WALL SHEETING END LAP
SOS - t 4-, STS
STS 2" kk SHEET � a•'tny,��
TAPE �� �Of NFIy
MASTIC 1 GIRT
ROOF
Y r
ROOF ROOF SHEETIN?USE
I ROOF SHEETING _ _ _ oL �� o
I n n WEDGCOR STEEL
SHEET Dealer : SAETTA GENERAL CONT. Bu
R L SDS - — - f �I� Cust. : SOUTHOLD QUARRY INC.
N 7 i
T $iQ,_ '`p 062714 Descr, : 30 x 50 x 14 1212 Ck :---_---_
C"" PURLIN TAPE MASTIC AT STS ' 9pF�S slut, ��� Site. 2 SSAHOLDr NY
ROOF SEAM AS SHOWN - Npyltgp�q��► Load : 30LL 98MPH (Scale:NONE) Dw1G�a0t8
REMOVE PAPER, 9ACKINC. P.O. : D5_8651
i
50 G A48)
I
R
q2 35 Pet
N �
bb PPE � o e PG A
FOG� 9A,
P
HORS e\ 50 G N "y Pot 9<
l z 0
N
D PGP
ao6 a 5°°
KEY MAP
GN
\ ILIGHIEGI F' r SCALE I 600
CO
Q V
\ - D
z D m
m
o
a � \
V
O \ \ I ,� EX I9TING 9
pSP HALT
N
pV EME
PT Z
O
\r.
\O 5 -. L
O
In
Z1 \ F opE�H (fI
pOP
e1 21.5 D
\ BOB
21 2
1 T
Z A
'O
__- -
5G9 0
U N D
�
FPPME r
C1
O
C � sry eLGcn _'
= 9EGG r r
o
� r
N z
N Z
O 99 STK
_ 30 0' Z
D .15G�
m - GN0 r
(P tl .93 _ _J _ _ SLAB ; r
o � O - ti y ✓1 n
s
' E
XIST; NO ITI
pSPIiq LT
PAVgMENT
00
AREA = 24, 726 SQ. FT.
or 0. 5676 acre 9
to _
1
11 .
dUlLD1NG ZONE DISTRICT B - I,, pp
UpOSED VEMEN7 SITE PLAN
sCNOOL DISTRICT 5 FOR
FIRE DISTRICT 28
5 CARL J. GRASECK
ppup EA 5T°RAGE W AT SOUTHOLD
Bu" "G TOWN OF SOUTHOLD
M
SWI;r:;; C. APPLICANT: SOS +1
SUFFOLK COUNTY , N.Y.
SOUTHuL: QUARRY INC., s 1000 - 063 - 01 - 21
'_'AHL J. JFA F /
SOUTL)tH( . �.";1. ,H P SCALE 1" = 20'
SOUTH( a ''i.Y. \7 IPP , q6, -.
AUG. 23 , 1888
LAN"F&,y� � } 0ER •�,/ 5000
°20 0 oe Qo NESS riPLANNING
d GDS. LIC. N0. 49668 ��.\. n 0520 rosb s, P.c. / S 92q.Tp PNDawNOARD
ELEVATIONS ARE REFERENCED TO
MAIN ROAD F AN ASSUMED DATUM,
CUTHOLL , N.Y. 11971 Iai
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ASPHALT BLDG. DEPT,
u AV EMENT TOWN OF SOUTHOLD
00 B P
AREA = 24, 726 SQ. FT. ¢�
or 0. 5676 acre
a R °
10 ' -
BUILDING ZONE DISTRICT B - E..J ,2 PROPOSED SITE PLAN
p VEMENY
2 3 50/15pN^&T FOR
8
SCHOOL DISTRICT 5 �
FIRE DISTRICT CARL J. GRASECK
ID
qPR�P�SEA SroR^�` AT SOUTHOLD
UO TOWN OF SOUTHOLD
' M
SUFFOLK COUNTY , N.Y.
OW IER 8 APPLICANT 50 .1
SOUTHOLD QUARRY INC., 8 `� 1000 - 063 - 01 - 21
CARL J. GRASECK /
LF,ETON D,JVFA6A SCALE 1" = 20'
SOUTH( !.. . N.Y. IIB71 �N �'
ED SG M AUG. 23 , 1988
LAND
Iry�F9yeEa 5000
n
A-0 W{ ,S. LIC. N0. 49668 A Z �( 06GOCT°. a9se69 q 0 �"(516) 765 - 5020 S' ,LA.
%P}' 0. BOX 909 ` ELEVATIONS ARE REFERENCED TO
IN ROAD /' F AN ASSUMED DATUM
SOUTHOLD, N.Y. 11971 N Ial /D-13-Ba /prop s/°�aqc b/a'gJ
0.N 85 - 413 C
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m� o eu °'"� r,'Y TOWN OF SOUTHOLD
of SUFFOLK COUNTY , N.Y.
OWNER 8 APPLICANT . , 5 1000 — 063 — 01 + 21
SOUTHOLD QUARRY INC., 8 —,�
CARL I. CRASECK
LEETON DRIVE W , _
SOUTHO1.0. N.Y. 11971 � y oa `" \ � � 1 aa" � SCALE 1"
AUG. 23 , 1988
0
LANDSG 500
A•,N 9 OIa
Propored in accordance
with the nlinimom
y �O C2otA0
\\, 6Zo 06 A ��$ the dard,L.1.
for title survayls a. e0obli_hzd L
r ( + LIC m 49668 q Q`�I s GNt. for wch uee Sh and aPpravad and adopll
-'�= -- Y The New York State Land
q4Z F
Title Auociation.
PEC'ONIC SU $tg6 Q •`' / g°55 Q
PON765 - 5 aF NEW/ -A S 6 2A Ta PN
P 0. BOX 90 / �)-' ELEVATIONS ARE REFERENCED TO
AIN ROAD AN ASSUMED DATUM.
SOUTHOLD, N.Y. 11971 �O� roves/on 2 -15-89/ prop. 70pdscopeJ
N 1* rensmn /0-13-88 (prP •forage b/a'gf
a.K 85 - " 413 C ,
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Ci zoo rz REAR YARD AREA = 5 , 626 SO. FT.
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23o Na r PROP. BLDG . AREA = I , 500 SQ. FT.
m
0N ,9z _ `PB v % OF REAR YARD
_ V -
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m>' 6 - C1 COVERAGE BY PROP. BLDG . - 27 �0
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AREA = 2472 S0. FT.
6 -
on or 0. 5676 acre 9'
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FAY IISITE PLA19M d !
Pn
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ED O
B
L6 Iz S P /PR
BUILDING ZONE DISTRICT
N
'SPr �� EHEFOR
.
SCHOOL DISTRICT
�ao 3 CARL J. GRASECK
' FIRE DISTRICT 29 ohm { .} 50 Ip
n
73—
bSTaR/IGL •a rn D q'4,a
.oa
AT SOUTHOLD
AROPDsED DfN&
TOWN OF SOUTHOLD
D ' eu
n o a
M
• 3�
o
SUFFOLK COUNTY ,
N.Y.
S
Q 1000 - 063 - of 21
OWNER 8 APPLICANT' f
SOUTHOLD QUARRY INC., 8 a
CARL J. CRASECKW / SCALE P' = 20'
_ LEETON DRIVE W P • ,'°5°
SOUTH0IL,, NI.Y. 11571 0 °P % AUG. 23 , 1988
En LAN1OSG If/ eEpM y000 _
A7/N�PCyy6� D\ O 'Is wondarde for fHl* mm,)* as eftwkw I�•
b O y A0 5 the LI.A.L& and appro"d and adapted
for such on by The New York State Land
. s
G\A
Me Asrodation.
•�4p'Y4 'lBaO�ypQr Y.S. LIC. NO. 49668 qeP 5 2p W OF
PL YOR5, P.C. _ .\. 5 69°A 't PNO
15161 020 2 L ELEVATIONS ARE REFERENCED TO revision 5 - 26 -99 ( rear yard coverage)
P{� 0. 60k 909 /J AN ASSUMED DATUM. revs/On 2 -15-88 P,-/o %ndscooe)
MAIN ROAD QI rensrbn /D-f3 -8e (p p6/d9f
SOUTHOLD, N.Y. 11971 N I
85 - - 413 C
D.K.
f I