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NEW BUILDING SPECIFICATIONS
28 X 40 X 1 POST & FRAME GARAGE ,
s —18 x CONCRETE FOOTINGS TYP
5301 LB CAP; 4800 LB COLUMN I -
POST SAVER PATENTED UPLIFT NOTCHED POST W 1
a CONCRETE COL -
�1)2-3'0" x 8'8" ENTRY DOORS (SUPPLIED BY OWNER
5-36" X 44" THERMALPANE SINGLEHUNG WINDOWS
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- PLY 25 GLULM POSTS 1IPOST SAVER POST ,
PROTECTION 8' O TYP) L
2X6 TREATED GROUND CONTACT SKIRT AR t"?
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2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC N LU
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2-21 0 MSR SYP TRUSS CARRIERS c8' SPANS � �
(773 PLF CAP; 600 PLF ROOF LOAD
TRUSS CARRIER TO POST '§X4" GRK STRUCTU SCR � �.. .,
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8 @EA POST (2 PER SPLICE MIN) 2664 SHEAR RATING
PRE—ENGINEERED ROOF TRUSSES- _
412 PITCH, 48 OC, 30 5 5 LOADINGS
3 ROWS 2X4 BOTTOM CHORD TIES (82 �OCR ��� � �� U.) Q
I 730 LB UPLIFT'; H-10A HURRICANE TIES=1340 LB � ��
-- _ 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & � "A,
_ FASCIA
28 GAG 100 PAINTED STEEL
- EEL ROOFING & SIDING
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1 PAINTED STEEL DENTED RIDGECAP � 573 ,7
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Job Truss �Trurss Type City Fly 28°N
171115341
�Job Reference
ruperior Trusses,U,C, 1 11i1;P -17543, 8,610 s Nov 2, 1iTe l'rdus nes,,rrtc, Thu Jars,30 15,47,05 2025 Page 1
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LOADING f)
4-0-0 I" in (loc) I/defl L/d PLATES GRIP
TOLL 30,,0 Mate Grip DOL 1,15 TC 0.40 Vert(LL) -0.,313, 2-10 >999 240 MT20 1691123
(Roof Sno►r=30 0) Lumber D OL 1,1 CC O,70 Vert(CT) -0,52 2-10 633 180 f
T C3L 5�0 Rep Stress Incr NO WB 0.40 Nora(CT) 0.,15 51 n/a n/a
C LL 00 Dt- Code IEC;2021 P12014 Matrix-S Wind(LL) 0 17 8-101 OO 360 Weight-124 lb FFT0"�,
, C)
BRACING-
TOPCHORD 2 8 SP 2 0OF 2,OE TOP CHORD 2-0-0 oic p rlln 4-0.6 max;)
BOTCHORD 2x4 SPF 210OF 1,8E Switched from sheeted:Spacing>2-8-0),
WEBS 2 4 SPF-S No,2 SCAT HO D Rigid ceiling directly applied or 8-10-1 oc bracing,
REACTIONS. (size), 2=�0-6-0 6=0,...6-01
Max Horn 2=-152(LC 8)
Max Uplift 2=-730(LwC 10)1°5 -730(LC 10)
Max Grav 2=2333(LS 15),6 23133(LC 15�)
FORCES. (to),,..Max,Cornp.lMa .,Ten,-All forces 2'50(lb)or less except when shown.
TOP CHORD 2,..3=,..5163/15101,3-4=-4421/1358a 4-�5=-4421/1358,,,8-8--5163/15101
00.1"CHORD 2-10=..1312/4758,8--10 ..760/3'1O5p 5-8=-1312/4758
1 ESS 3-10--1258/470,4...10--330/1559,4-8=-330/1550°5-8-1268/479
NOTES-
1)Wind:ASCrE 7-16" ult-130rr'lip'h(3-�second,gust)Vasd=1 03rnph:T C L 3,.Opsf& C DL=3..0p�sf-,h 15ft',L=45�ftp L=24ft'.ea e=4fta Cat.
Ila'Exp Cq Enclosed;MWFRS(directional');cantilever left and right exposed�end vertical left and right exposed-Lumber C L 1,50
plate grip DOL1 w80
2)Ti"COLL:ASCE 7-18,l f= 0..0 psf(Lunn LOOL=115 Plate I COL=1,15)p II =1,0°Rough Cat Ca Partially E p.,C e=1,01,Cs=1,00,COt=1�201
3)Unbalanced snow loads have been considered for this design,
)This truss has been designed for p,reater of rnin roof live load of 20,0 psf or 1,r00 tirneMs flat roof load of 30.0 psf on overhangs
non concurrent with other live loads,,
5)Dead loads shown include weight of truss. Top chord dead load of 5,0 p�sf(or less)is not adequate for a shingle roof. Architect to
verify adequacy of top chord dead load,
8)Plates checked for a plus or rnlnos 2 degree rout" about its center.� . � Non
7)This truss has been designed for a 101,,0 psf boittorn chord hive load nonconct.irrent with any other five loads,
8)Ero� ide mechanical connection(by others)of truss to bearing plate capable of withstanding 730 lb uplift at jolint 2 and 730 lb uplift at
joint 8. � '" �. �Y
0)See Standard Industry Piggyback Truss Connection'Detain for connection to base truss as applicable or conSUIt qualified building
designer,
10) Graphical porlin representation does nolt depict the size or the orientation of the porlin along the top and/or b ott:orn chord 411
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January 30,2025
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„ nr2 Verify design X r E FE R' s cE PAGE Mil-747 rev. FORE USE. M'1"Teke
.�,WARNINesi n,valid for usenl� with G 1'i"Te,k �nne t rs Thisd �si n is based my up n pap met rs sh n,sand is F�u an individu l buildi co ponent,not a:trusss stern Before ruse,the:builm h-i d sl��ner must:veurify the appli ahilihj f design parameters and properly inn rp wrat [hisd si n irml the v r�al�lbuilding desi n Bracing indicated is to prevent bucklin of irudividuM la ss�w b armd/sr chord rrembers 1 dditi u1a1 t�u�mp�aran/and p:rmanent bra�in
y I .. p.. rmt collapse with possible i p I property general guidance regarding the � 1602:1 Swingley Ridge l�d
is 1��,�:a, required lam.sl:adlillt and r rma. 'l:l� r:m�sukml .ersnal irm'�ar and..r r1 dams,.� For
fabrication,storage,delivery,arection andbracing of trusses and tFuss systems,see ANSIfTPl1 Quality Criteria,and s -22 available,roran Truss Plate 11IStitUtP tWaw t,pirmsl or) c0eslerrieldm N10 6301
arld BCSl Building c mplaonent Safety Information available From the SlrucLurxral Building comp neat s s iariorm(www sd scurnpon rmt:s.comi) 314 434 12: r MiTek»-US co m
MAILING ADDRESS#
PLAN NIT BOARD MEMBERS P.O. Box 1179
,� I.RICH III ,Southold, T" 11971
Chairman
f, V
OFFICE LOCATION:
MIA JEAL+CTS-L� Town Hall Annex
PIERCE AFFE� � ' �� 54375 State Route 25
MARTIN H.SIDOR �
°�� � eor. Main Rd. &YoungsAve.
,w Southold I"
Telephone: 631765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael Verity, Chief Building Inspector
Tracey L. Dwyer, Building Permits Examiner
From: James H. Rich III, Chairman.
Members of the Planning Board
Date. .August 5, 225
Rey SPUD (Site Flan Use Determination)
Corrazzini Garage, 6245 Cox Dane, Cutchogue
CTM#10 --8 .-1--, 2.1
Can July 8, 202 , the Planning Board reviewed a Site Plan.Use Determination for the
property referenced above. They determined that site plan was not necessary for the
proposed construction. The factors considered in this determination were specific to this
site and were as follows:
• The proposed building would account for an increase of less than 0.5% overall
lot coverage, resulting in an overall lot coverage of less than 4% in the Light
Industrial zoning district where 3 % is the maximum. permitted.
• No change to existing operation can site.
Proposed building for storage use only.
No public access/employee use only.
:proposed building is set back greater than 00' from Cox Lane.
The Planning Board appreciates the opportunity to comment on whether a site plan is
necessary on this and all new non-residential buildings, ,and changes to sites with
approved site plans. If you should have any questions or require additional
0information, please do not hesitate to contact the Planning Department.
�1
FOR INTERNAL USE ONLY
JULSITE PLAN U E [�ETEINATION "
' TQWN�
"'
initial Determination,
Date Seat:
LLL"
Project Names
Date: �-
P r
Project Address**` 0,C) 77"",
..........................................
(ea
Zoning District:
Suffolk County Tax Map o, 1000 _
Request:
-,
r
I p
of oclm'®"nY V ... � miVP _wwxnmm+W� „emo,,,.._�yvumumi
u, mmnm^ 'ui
r,
proposed use or uses should
Permit Application and ��:� �pporting documentation as to p p
(Note: Copy of Building Pe pp
be submitted.)
"
Initial Determination as to whether use is permitted®
............................ ---------
�
Initial De
termination as to whether site plan is required
(2 r
Signature of ilding Inspector
Planning Department (P.D.) Referralµ
�a57
I
� Date ofComment: ....
P.D. Date Received-
C� Af ----------
�
Com ments.,
mm
Signature nature of Planning Dept. S, Reviewer
Final Determination,
Date.
Decision",
Signature of Building Inspector
1
FOR NTERNAL U5
SITE PLAN USE DETERMINATION J1JL
initial Determination
Date Sent:
Date
Project Name:
Project Address,,
LN
�
---------......
c6q
Zoning District.
Suffolk County Tax Map No., 1000
� �------�---=
R
Request*
m
r
used use or uses should
(Note: Copy of Building Permit Application and 1pporting documentation as to proposed
be submitted.)
Initial Determination
as to whether use is permitted: ......... ..m.
���� ��
------------
._
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Initial Determination as to whether site plan is required
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Planning Department (P.D.) Re
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Date of Comment: ------
P.D. Date Received
Comments:, ..
Signature
of Planning Dept. Staff Reviewer
Final Determination,
Date:
Decision:
Signature of Building Inspector
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
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Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold NY 11971-0959
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Telephone (631) 765-1802 Fax (631) 765-9502 W"'W.,soi .tl o d o °°
Date Receive
APPLICATION FOR BUILDING PERMIT
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For Office Use Only
PERMIT NO. Building InspectorMAR T
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Applications and forms must be filled out in their entirety.incomplete
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,applicatinswill not be accepted. Alhere the APp�llcant is not the owner,an Building Tt
Owner's Authorization form(Page 2)shall be completed. �� ���° + �� f of
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OWNER( OF PROPERTY:
Name. 0 f
SCTM# 1000- 3 2_
Project Address:
Phone ' .. R�� ivt'r, ��'��� .
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Mailing Address:
CONTACT PE,
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Mailing Address
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Phone , ' �
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DESIGN PROFESSIONAL INFORMATION:
Name �- "
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Mailing Address, '' "4� K-e e ��' k)
Phone#: Email: "` ►
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CONTRA IN
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Name:Mailing Address: --7
Phone#: f7 .. LL ��_ Email*
DESCRIPTION OF PROPOSED CONSTRUTCIN
❑New Structure '' Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
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❑Other �� �
Will the lot be re-graded? TYes QNo Will excess fill be removed from premises? ❑Yes 12Vo