HomeMy WebLinkAbout1000-85.-1-3 TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: March 12, 2025
Sib
TO: Ian Zuhoski (Zuhoski NurseryLLC) F 9 14 L. /vrr,
F
PO Box 484 e. 0 ED
Peconic,NY 11958 MAR 13 2025
SOUTHOLD TOWN
Please take notice that your application dated January 13, 2025: PLANWNG BOARD
For permit to: construct an-Lagricultural build ijig._L)r_ IL iq at:
Qr&
Location of property: 27400 Cl 48,Cutchosue
County Tax Map No. 1000—Section 85 Block I Lot 3
Is returned herewith and disapproved on the following grounds:
Pursuant to Article
from the Southold Town Planning Board.
...............................
A u t h o,rrz7eT( S ii nat u re
Note to Applicant: Any change or deviation to the above referenced application,
may require further review by the Southold Town Building Department.
CC: file, Planning Board
BUILDER J
J
80 o
8' -i- 8' -� 8'� 8' I 8' -�' --g'--� g' I 8' -{- 8' 7 8'
3-2X12 MSR SYP m x
I TRUSS CARRIERS
i NEW BUILDING SPECIFICATIONS p �6.C
60' X 80' X 16'6" POST & FRAME BUILDING / z co
O -18" X 8" CONCRETE FOOTINGS (GABLES) �NOO 0 n
O -25" X 8" CONCRETE FOOTINGS (SIDEWALLS)
(10227 LB CAP; 9920 LB COLUMN WT) / O DESIGN
POST SAVER PATENTED UPLIFT NOTCHED POST W/18" Li� o E
CONCRETE COLLAR0.
Aw GABLE POSTS O 2-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOORS o
EXTEND TO TOP
OF ROOF TRUSS O 3-16' X 14' INSULATED STEEL OVERHEAD DOORS
Q a
❑3 14-44" X 36" VINYL THERMALPANE AWNING WINDOWS Q o
Q - o
® -4 PLY 2X6 GLU-LAM POSTS 8' OC W/POST SAVER POST c
PROTECTION 8' OC (TYP)(3 PLY 2X6 POSTS AT GABLES) > 0
2X8 PRESSURE TREATED GROUND CONTACT SKIRT BOARD w Q 0
� L E �
2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC E Lo o -
3-2X12 MSR SYP TRUSS CARRIERS @8' SPANS- Lu
❑U (HEADER CAPACITY=1358 PLF; ROOF LOAD=1240 PLF) � OWNER
4-1 J"X11 g" LVL TRUSS CARRIERS @16' SPANS co co
-
(HEADER CAPACITY=1312 PLF; ROOF LOAD=1240 PLF) Ln
TRUSS CARRIER TO POST= J"X4" GRK STRUCTURAL SCREWS UJ Q
15 @EA.POST (4 PER SPLICE MIN) 4995 SHEAR RATING
PRE-ENGINEERED ROOF TRUSSES-
4/12 PITCH, 48" OC, 30-5-5 LOADING = J
11 ROWS 2X4 BOTTOM CHORD TIES (59" OC) Z Q Z
6 ROWS 2X4 LATERAL TRUSS BRACING (SEE TRUSS DWG)
1516 LB UPLIFT; 2-12D FACE NAILS=178 LB
H10A HURRICANE TIES =1340 LB V
28 GA G-100 PAINTED STEEL ROOFING & SIDING (/) Z
4' WAINSCOT BASE COLOR 0 O
Z d' Lu
' FOIL FACED INSULATION UNDER ROOFING & SIDING 00 N 11714
['
/ 12 FEAVE ASCIA& GABLE OVERHANG W/ VENTED SOFFIT & 7FE
C, ALL INFORMATION SHOWN
ON THIS DY OF IS THE
PAINTED STEEL 12' VENTED RIDGECAP �f PROPERTY OF SHIRK
5 1.025 POLE BUILDINGS LLC.
THIS DRAWING MAY NOT
co LD i0VeI4 BE REPRODUCED WITHOUT
co PLANNING 5C'•?;^') PERMISSION.BUILDER AND
t 3-2X12 MSR SYP 3" �" Oi
4-1 4 X 1 1 g LVL OWNER ARE RESPONSIBLE
z TRUSS CARRIERS D D D TRUSS CARRIERS O
TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
DRAWN BY: ALS
4' - 1 6' REVIEW:
80' a�\)ut11ItIJ/II/� REVISIONS:
TRUSS CARRIERS AT 16' DOOR POSTS ATTACHED WITH
33-t%"X4" GRK STRUCTURAL SCREWS PER POSE FLOOR PLAN �``e ........ ''rO
6 SCREWS IN EACH END OF EACH 12" LVL AT DOOR POST ,t
3 SCREWS AT THE END OF EACH 2X12 MSR AT DOOR POST p•Gj ys s
SCALE: 1/6" = 1'0" DATE: 11/6/24
r ¢ ' m• - SITE: ZUHOSKI
im �3u, a-
y�� =w`. FLOOR PLAN
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BUILDER u
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28 GA. PAINTED o o
HEMMED 1FAS2A
DESIGN
1 0-
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36' 36' aa' 36' aa'.36' aa' 36' 4s'.36' aa'.36' as' J6' ta' 36'
THERMAL PANE THERMAL PANE THERMAL PANE THERMAL PANE THERMAL PANE THERMAL PANE THERMAL PANE THERMAL PANE MERMPL PANE
WINDOW WINDOW WINDOW LWNOOW WINDOW WINDOW WINDOW WINDOW WINDOW
CT
28 GA. PAINTED STEEL 28 GA. 6" O
WALL PANELS PAINTED STEEL Q a
Im ATTACHED W/ SCREWS CORNER TRIM Q
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O c: 0,t
48" WAINSCOTING BASE `s
ANGLE > U) o
Q o
( E
BACK SIDEWALL LEFT ENDWALL O L0 O
E Lo >,
SCALE: 1/8" = 1'O" SCALE: 1/8" = 1'O" 0 3: E
D LLJ
OWNER
28 GA. PAINTED STEEL
12" RIDGECAP(VENTED) 0
Qto
co
i 28 GA. w O
12 PAINTED STEEL w
28 GA. PAINTED STEEL �0 4� 6" RAKE TRIM
SCREWDOWN ROOF T
PANELS o 28 GA. PAINTED J
STEEL DOUBLE Z 0 Z
ANGLE Z TRIM
1111111YCOC�
.36' <a'.36' aa".36' aa'.36' aa'.36"
ER '^ G
MAL PANE THERMAL PANE THERMAL PANE THERMAL PANE THERMAL PANE v+
WDOW WINDOW WINDOW µIN00W 'MNOOW
16'0" X 14'0 16'0" X 14'0" 16'0" X 14'0" _ C U
OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR d' W
3'0" 6'6'
QlTav ]'0'i 6'6'
Ntia
DOOR �� N
DOOR '
0 0 0 0 0 0 0 0 0 0 0 0
e� ALL INFORMATION SHOWN
ON THIS DRAWING IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC,
FRONT SIDEWALL RIGHT ENDWALL THIS DRAWING MAY NOT
BE REPRODUCED WTHOUT
SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'D" PERMISSION.BUILDER AND
OWNER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
DRAM BY: ALS
REVIEW:
��l n�,7r� ``a��ti{Itlllltlq/f�� REVISIONS:
DATE: 11/6/24
:r ¢ A; m: - SITE: ZUHOSKI
SOUTHOLD TOWN =$ = W r ELEVATIONS
PLANNING 60ARD 'y'. :'_
• �..: A ,, 2
i�;�FESSIONP���'��
r.�
�3
PAINTED RIDGECAP 6 NAILS 2X4 ROOF PERLIN BUILDER
PER TRUSS ROOF 28 GA. PAINTED
VENTED OR 2 WEATHERTITE ROOF TRUSS \ Jo
28 GA STRUCTURAL TRUSS \ STEEL ROOFING
SEALTITE PAINTED SCREWS PAINTED STEEL 3-31"X.120 2X4 ROOF RAKE TRIM N o
GALV. NAILS PURLIN Q M
CLOSURE 2X4 GIRT OR PERLIN WALL POST 2X6 FA*DF
TED 2 ui
STRIPS 24" ON CENTER AW GRK OARCIA
TRUSS I STRUCTURAL 2X6 HEADERS
4-3i"X.120 NOTCHED SCREWS X
GALV. NAILS PLICE INTO POS METAL SIDING D m
1"WEATERTITE Nl o
2X4 ROOF/ PAINTED SCREWS OVERHEAD T �o m
PERLINS GABLE TRUSS .a Q
9" ON CENTER STRUCTURAL DOOR TRIM 10 m
F&J TRIM
POST OVERHEAD OVERHEAD DOOR M AL Z o
ROOF RUSSES DOOR WEATHERSTRIP SIDING o
12" RIDGE CAP METAL SIDING]E&RS
ROOF PURLIN P GRK STRUCTURAL OVERHEAD DOOR GABLE OVERHANGDETAIL ROOFING FASTE FASTENING DETAIL TRUSS SCREW TO POSTHEADER DETAIL DETAIL
CARRIER FASTENER DETAILSCALE: 1/2" = 1'0" SCALE: 1/2" = SCALE: 1/2" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0"
DESIGN
W O o
DOUBLE TREATED PAINTED STEEL -
6 DOOR POST ROOFING i o
WALL POST 6 NAILS 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD ; E
NI-1 I/ 2X4 WALL ROOF cp
GALV. NAILS GIRT PER TRUSS O U
TRUSS 24"GALVANIZED PAINTED
NTED O Q a
DECK SCREWS Q CIA0- W
28 GA. NTED STEEL >
ROOFING INSTALLED D W/ 6-31 ROOF TRUSVENTEDO O's
2X4 BOTTOM CHORD SCREWS & WASHERS GALV. NAILS PLICE 4 NAILS PER 28 GA. PAINTED STEEL FFI O
PERMANENT LATERAL EACH SIDE J CHANNEL > In Iz
BRACING (SEE TRUSS TRUSS POST F&J TRIM Q cn o
WG FOR SPACING) CARRIER METAL SIDING Q) L0 O
2X6 SPF
2X4 ROOF FACE BOARD SIDEWALL GIRT 2X6 TIE E Uo T•o
BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG 0
URLINS 24" OC. PAINTED FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL -D LW
EL
FASCIA SCALE: 1/2" = 1'O" SCALE: 1/2" = 1'O" SCALE: 1/2" = 1'O" SCALE: 1/2" = 1'0" OWNER
VENTED Q
OFFIT .. co
PRE ENGINEERED ROOF H-10A HURRICANE CLIP PANELS
TRUSSES 48" OC. PAINTED� wSTEEL IM --41UJ O
r"
3-2X12 MSR SYP TRUSS CARRIERS 2X4 SPF DIAGONAL BRACE V+ I.L. r"
FROM RIDGEUNE TO BOTH EAVES PRE-ENGINEERED W >.,
--ROOF TRUSSESJ Z
C.
4 PLY 2X6 GLU-LAM Z 0
POSTS 8' OC. TYP. CQ
2X6 WIND UPLIFT TIEDOWN BLOCK cn G Z
#1 SYP TRUSS CARRIERS---- TRUSS NOTCHED
� INTO POST O O O
Lu
d'
2X4 SPF SIDEWALL GIRTS 24" OC. / N N a
WALL BRACING REGUIREMENTS:
WALL BRACING 29 GA. STRUCTURAL STEEL / ALL INFORMATION SHOWN
REQUIREMENTS: PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWING IS THE
28GA STRUCTURAL OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK
STEEL SIDING -1 FPOLE BUILDINGS LLC.
2X4 SPF WALL GIRTS 24" OC. PANELS INSTALLED / THIS DRAWING MAY NOT
WITH SCREWS PERMISSIONUBUII.DER AND
GRADE GRADE
O
2X8 PRESSURE TREATED OWNER ARE RESPONSIBLETO VERIFY ALL DIMENSIONS
6"-4000 PSI SYP SKIRT BOARD PRESSURE TREATED BEFORE CONSTRUCTION
GRADE (BOTTOM CONCRETE FLOOR SYP GROUND CONTACT
OF SKI BOARD) (OPTIONAL . 2X8 SKIRT BOARD �,t�1/HT1�UJ� f/!� DRAWN BY: A L S
���� ......... �.�,ie� REVIEW:
3/4" STONE BASE----- COMPACTED %\\%\\ %\\%\\%\\%\\%\\%\ \\% /\\%\\%\\%\\%\\%\\%\\%\\%\\%\\% \ \\// �J OD `�`G> ~�•O'Di
y'• REVISIONS:
(OPTIONAL) SOIL BACKFlLL \ - �/\\/\ \/\/\�\/\/\/\/\/\/\. /\\�\\��\;\\\�\\�\\�\\/\\/\\/\\ \// / � � y•S
POST SAVER PATENTED UPLIFT NOTCHED 00 \//\ POST SAVER PATENTED UPLIFT NOTCHD
POST W/18" CONCRETE CO I /\\/\ POST W/12" CONCRETE CO /\ FOOTING SEE SIZE\/\\/\\/\\ FEB 2 5 2025
\/,• �� ���?Yi2��2Yi,Yi�y , ( \/\/ m to
3000 PSI. CONCRETE FOOTIN \ \/\3000 PSF SOIL \ \ ;i:` "r: " ON FLOOR PLAN \ //\/' %tr S ;ter
\ \ \ \ )\ DATE: 11/6/24
%\ \�/��/��/ \ \ :R :, SOUTHOLD T07JN
(SEE SIZE ON FLOOR PLAN) / \\/\\ \ \ \\ \ \ \ \\ \\ ' PLANNING BOARD 'sF•• .,p �� SITE: ZUHOSKI
TYPICAL FRAME j\\ \\ \\ \\ \\ \\ \\\\\\\\\\ \\\\\\\\\\/ ��''r�9oFESSION0���` SECTIONS
SECTION /�//�//�//�//�//�//�//�//�// TYPICAL FRAME
(E N D W A L L VIEW) ✓\\i\\ram\i\\r\\r�\ice\i\\i\\r\\ SECTION i\\i\\i\\ 3
SCALE: 1/4" = 1'0" (SIDEWALL VIEW)
SCALE: 1/4" = 1'0"
BUILDING DESIGN NOTES AND DETAILS ( BUILDER
A4.8 CONCRETE FLOOR (OPTIONAL) ��
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. o
A4.1 GRADING & EXCAVATION o
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. z
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4 9 STRUCTURAL DESIGN PARAMETERS
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE
Al X
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP=U oLL
RISK CATEGORY I -� X
¢
A4.2 FOOTINGS EXPOSURE CATEGORY= C
lo
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=513 UNPROTECTED o
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 16
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SO FT)=4800 co
OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=102,400 DESIGN
A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-16 ULTIMATE WIND SPEED, VULT=130 MPH
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. O o
(3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. o O
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN Q
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU—LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF � �
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. 0 0 (ai
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. CD
o a
L
USE CATEGORY 413 AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.1 O APPLICABLE BUILDING CODES Q _ o
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. 0
A4.4 ROOF TRUSSES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: o
U)2021 BUILDING CODE OF NEW YORK STATE AND ASCE 7-16 Q Iz
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, Ln
- o
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: Q) Lo o
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS E Lo o
NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION p E
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION D LLJ
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER
RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010)
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. 0 QQ
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS SOUTHERN BUILDING CODE CONGRESS (SSTD10) Q to
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES W O r
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) (n W T
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND A4.12 WARRANTY NOTES W LV >.
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN D J Z
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR Z
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN 0 V
M PERF WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND
EP484 DfAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING W � � Z
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC.
FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: = O U
TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, _ W
65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. N N
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE:
MINIMUM # OF 12D NAILS IN 1 z" STRUCTURAL TIMBER IS 1 PER Z" BOARD WIDTH. ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHOWN
51, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. ON THIS DRAWING IS THE
TRUSS CARRIER CONNECTION TO POST: 16 x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK
VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC.
FROM THOSE MODIFICATIONS LISTED ABOVE OR FROM ANY OTHER MODIFICATIONS THIS DRAWING MAY NOT
,
PULLOUT=2644. LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35` BE REPRODUCED W+THouT
NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION.BUILDER AND
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OWNER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
WITH #9 WOODGRIP, 4' HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAWN BY: ALS
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED t�uwua�q�s REVIEW:
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED ��:�� (Ij bpi�� REVISIONS:
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. 75��20�25
QY METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS ATEXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; FEB 2 =* ��:� DATE: 11/6/24
BOTTOM EDGE OF STANDARD ROOFING MATERIALS. = .t " a�,u SITE: ZUHOSKI
SOUTHOLD TOWN '�'' ;'_lij DETAILS
PLANNING BOARD
' .a
SEQN:182422 COMN Ply: 1 Job Number: 34563 Cust:R 6697 JRef1Y4P66970008 T135
FROM: Qty: 10 /34563/Shirk Pate/Zuhoski DrwNo: 310.24.1634.17410
Truss Label: 30Ags/Com/60/412 / PPH 11/05/2024
30' 3, 9'7"1,4
6'4„8 Y'3-3"6'i
10'10"9 2' 13 20'4"2 23'7" 36'4"8 47'8"3 9' '7 60'
10'109 5 5 8'0"5 3'3"6� 6'4"8 80"5 '5 5 10'101.9
1118X1F0(")
T 12 �6X8 �6X8
q p \\\6XD(-) E G ///6X8(")
v 6X6 I f �6X6
4X4 O (a (a) //4X4
B
T1 (a W (a) (a (a) J
W7 W T6
A W1 K
=14
119
R Q B2 P O N B3 M L =H0615(A2)
H0615(A2) =5X6 1115X8 =H0508 1115X8 =5X6
H0610 -H0610
60'
12'9"8 '2"8 10'3"3 1 68"13 68"13 10'3"3 '2"8 12'9"8
2'9"8 4' 24'3"3 30' 368"13 46' 7' "8 60'
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 30.00 Wind Std: ASCE 7-16 Pg:30.0 Ct:1.2 CAT:II PP Deflection in loc Udefl U# Gravity Nan-Gravity
TCDL: 5.00 Speed: 130 mph Pf:25.2 Ce:1.0 VERT(LL): 0.944 P 758 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CQ: 1.265 P 566 180 S 4832 /- /- /1443 /1516 /432
BCDL: 5.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.321 K - - K 4832 A /- /1443 /1516 A
Des Ld: 40.00 M C Kzt'NA
ean Height:20.00 ft HORZ(fL): 0.431 K Wind reactions based on MWFRS
Mea
NCBCLL: 10.00 TCDL:3.0 psf Building Code: Creep Factor:2.0 S Brg Wid=8.2 Min Req=4.0(Truss)
Soffit: 2.00 BCDL:3.0 psf IBC 2018 Max TC CSI: 0.816 K Brg Wid=8.2 Min Req=4.0(Truss)
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.956 Bearings S&K are a rigid surface.
Spacing:48.0" C&C Dist a:6.00 ft Rep Fac:No Max Web CSI: 0.718 Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT/PT:2(0)/2(0)/2(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 HS WAVE VIEW Ver:24.01.02B.0726.21 A-B 5919-12327 F-G 4799 -8914
Lumber Wind B-C 5765-11682 G-H 4774 -9061
C-D 5797-11613 H-I 5797-11613
Top chord:2x8 SP SS Dense;T1, Wind loads based on MWFRS with additional C&C D-E 4774-9061 I-J 5765-11682
T6 2x8 SP 2400f-2.0E; member design.
Bot chord:2x6 SP 2400f-2.OE;B2, E-F 4799-8914 J-K 5918-12327
B3 2x6 SP SS Dense; Wind loading based on both gable and hip roof types.
Webs:2x4 SPF#1/#2;W1,W8 2x4 SPF Stud;W2, Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
W7 2x4 SPF 2100f-1.8E; Chords Tens.Comp. Chords Tens. Comp.
WARNING:Furnish a copy of this DWG to the
Bracing installation contractor.Special care must be taken A-R 11490-5474 O-N 7198 -3244
(a)Continuous lateral restraint,equally spaced on during handling,shipping and installation of trusses. R-Q 9454-4499 N-M 9454 -4376
member.
See"WARNING"note below. Q-P 9454-4499 M-L 9454 -4376
Per TPI,in all cases where a Truss clear span is P-O 7198-3244 L-K 11490 -5395
Plating Notes 60'.or greater,the Owner shall contract with a
Special Inspector to perform special inspections.
(**)3 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(Ibs)
s Special Inspections shall assure that the Trusses,
scaled plate plot details for special positioning including the Tempo Webs Tens.Comp. Webs Tens. Comp.
requirements. Temporary Installation Restraintf
Bracing and the Permanent Individual Truss Member B-R 919-1256 F-N 2505 -1198
Purlins Restraint and Diagonal Bracing are installed in R-D 1946 -970 N-H 1347 -2232
accordance with the approved Construction D-P 1347-2232 H-L 1946 970
In lieu of structural panels or rigid ceiling use purlins Documents and the approved Truss S D-F 1347-2232 L-J 946 - 970
to laterally brace chords as follows: Package.
Chord Spacing(in cc) Start(ft) End(ft) `E.OE Nr;y yTC 24 0.00 30.00Hf�f�0�
TC 24 30.00 60.00 ��P�Q
BC 59 0.15 59.85 9
Apply purlins to any chords above or below fillers * Q y
at 24"OC unless shown otherwise above.
r-
Loading
Bottom chord checked for 10.00 psf non-concurrent O
live load. 105603 �Z
Truss designed for unbalanced snow loads.
11/05/2024
"WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating,handling shipping,installing and bracing., Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have continuous lteral restraint(CLR),installed with
d!agonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. A ply plates to each face of Truss and position as
shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-�for standard plate positions.Refer to job's General ALPINE
Notes page for additional information.
Alpine,a division of ITW BuildincctLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,,,,, �,,,
truss in conformance with ANSI rfPI 1, or for handling, shipping,,installation.and bracinnn of trusses. A seal on this drawin or cover page 155 Harlem Ave
listing this drawing indicates acceptance of professional en meenng responsibility solely or the design shown.The suitability and use of this
drawing for any structure is the responsibility of the Building�esigner per ANSI/TP1 1 Sec.2. North Building,4th Floor
For more information see these web sites:Alpine:al ineitw.com7 TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.or •AWC:awc.org Glenview,IL 60025
(1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND APE NOT TO BE USED TO ESTABLISH PROPERTY,TNES OR FOR EPECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOk-S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATE[)
HEREON SHALL PUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AN[)ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSTGNEES OF THE LENDING INSTITUTION.CER77FICA-TTONS ARE NOT TRANSFERABLE TO AbbTrTONAL INSTITUTIONS OR SUBSEQUENTOWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST) CESSPOOLS(CP)SHOWN HEREON ARE FROM FTELI)OBSERVATIONS AND OP.DATA OBTAINED FROM OTHERS.
400 Ostrander Avenue, Riverhead, No^ York 111:101
tel. (551.727.2305 Pax. 651.72-7,0144
admin@youngengincering.com
0 tilt a��0 0A
Hovqord N. Youne, Land 5urvoyor
Thomas V4olport, Professional Enelneor
Douglas E. Adams, Professional Engineer
Paniol A. Neaver, Land 5urvoyor
00-
SITE DATA
5
TOTAL A PEA 8.0409 ACRE5
ZONING USE DISTRICT AGRICULTURE CONSERVATION(A-C)
MAP PREPARED FROM OFFICE RECORDS.
CP �10
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FEB 2 5 2025
C)LITHOLD I'GWN
PLAN",'ING BOARD
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SURVEYOR'S CERTIFICATION
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HOWARD W. YOUNG,6_11 L.S.NO.U893
bANIEL A.WEAVER,N.Y.S.L.S.NO.50771
MAP PREPARE[) FOP,
4 ZUHOSKI NURSERY, LLC
E at Cutchogue, Town of Southold
Suf folk County, New York
BUILDING PERMIT PLOT PLAN
County Tax Map District 1000 Section 85 Bi.�k 01 Lot 4
0
MAP PREPARED JAN.02,2025
Record of Revisions
REVISION bATE
fiK-Frll :
'4�
60 0 30 60 120 180
--------------
9 Scale: 1" 60'
JOB NO. 2024-0196
bWG. 20240196bp 1 OF I
FEB °; C-1
PLANNING IROA
1
pI
fC"Ct'ect Address:
s
� _ -
Suffolk C� aunty Tbx Map ��Jo.:1000--_...
Zoning [�i,strict:
'7
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&IA ob- 4 A
IJ
Request'
�
_ lie bran and supporting docu[Tlent tion aQ to
(dote: Copy of Buitdi g Permit App
proposed use or uses should be strbmitted.)
-tnit:ial Deternriirla"tion as to tlettjer use is
Initial-Determination as to vet ott er site p
lan is required, -�
Signa ure of Building Inspector
Planning Department (B.B._) Ref errai
f Commn + .
Date c I /
p5 .Hate Receive .._.
. - Comments:
'U
Signature cat I'1 nni t.-staff Reviewer
Final Determinat oll
c r�r .�I�irr�x cif RClted1(7o
IN
11D� �mo,��. °ti° ...:. ..,.000�iomnaaiwi�iuiuiurviuiri Wmiuu Jammu mi�ioinmuwnuoammm wm inan�uw�mnu�ov�miwmuommnmo�aui a vmwwm im�im�mwiim roAu�uswaimanma ni��mv�minmm ixrwnnnir�wrrxnavi�w+tdimwew�i�n��wn�mrra�o��ro
USE UNLY
FOP, INTERNAL
FEB 2 5 2025 F
SO,UTHOLD TOWN T.E PLAN E)ETERM ON
INATI
PLANNING BOARD
0 n
Ini i Date Se nt
Dad
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4
{Marne Project Na.
Project Address:-
ing D
.... Zon
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• istrict:_
Strffolk County T�[X Map+40-1
A YL
t,
Reques
supporting 00curnentation as to
Applic-.ation and SuPP
of Bui(dirAg Permit
([Mote:' Copy
uses be submitted.)
proposed use or u �--j
UR 1 ..........
d:
Determination as to Whether use is permitte
initial De
on as to whether site plan is required:—
I nitial Q ete.rminat't
ilding I n- spec-tor
------ -Signs tire
t P-D-
planning Departmen ( )
pate of Cornment
p_D,.,Date
• Comm .......
Dept--Staff Reviewer
Signature of Planning
F I Det PS_iq_n_
Tri
Date:—f—[—
Deci'sion, ......... .................. ........
of Rttfldincj Inqnpc-tnr-
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
hLjTelephone (631) 765-1802 Fax (631) 765-9502 ht(; //wv" sou N° 1y.g ,
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only u E
PERMIT N0. Building Ins ectos:_-_
Appkatians and forms„must be fillgd out in their,ent►f�ty,Incomplete,
applications wall riot be accepted;, �the Applkani is not the owner,an
Owinees Authorization form(Page 2j shaft be comrpleted.
Date:11/21/24
OIiNNER(S)OF PROPERTY: '
Name:Zuhoski Nursery, LLC SCTM # 1000-473889 85.-1 -3
Project Address:27400 Middle Road Peconic NY 11958
Phone#:631-734-7443 Emaii:izuhoski@coastalplantings.com
Mailing Address:PO Box 484 Peconic NY 11958
n ;
CONTACT PERSON",
Name:Ian Zuhoski
Mailing Address:PO Box 484 Peconic NY 11958
Phone#:631-734-7443 Email:izuhoski@coastalplantings.com
�mm
DESIGN PROFESSION 1INFORATIC?N:
Name:James A Koppenhaver, P.E
Mailing Address:555 Van Reed Road
Phone#: Email:koppenhaverpe@gmail.com
CONTRACTC INFORMATION:'
Name:Shirk Pole Buildings LLC
Mailing Address:807 Reading Road East Earl PA 17519
Phone#:717-445-6888 Email:hubbardconst@optonline.net
��
77
DESCRIPTION OFPROPOSED CONSTRUCTION
*New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
[]Other— $176,000
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes .!M1No
1
Existing use of property:A r)CUlture Intended use of property:Aariculture
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
AC this property? ❑Yes *No IF YES, PROVIDE A COPY.
ICheckOotcAfter,Reading:� Theowner/cprOacwr[designprrofessionalIsresponsible for an drainage andstormwaterimwsaspr
o►, 0 2!of the Town Code.APPU£ATI0N IS HEREBY MADE to the Building Deparunentfair the *f'a B,uddloS `emit pr�rswamt
��� of
4�Southaid,Su#bIk,'County,Now Yank a pt►nd other ahcabia taws,orcl[narud ort gu _ *
� �� ��� � ''�r far+ 5+r�il or di�moiltlar~a5 h+�reln d+�crct Tha►a , „nrt a to�iun with aiB`a�rp�cal4i�e�aivais,4 � ' %����
S#rUCt�On
pphW„ green Pf+1;, �� �l
Statements manfe Frin
hsfr�g+prxli�a reguiatlons and to admit authorised Inspectors an premises M buNSi ) nsm"V Pa�
p '���e�d�A�Isdemeanar pursuant to Se+Ction 2x�.45af the New 1/rsric State P"�ral kaw, ,
Application Submitted By(print name): (�_4uthorized Agent er
Signature of Applicant: . . .� Date: 1,21 s—
STATE OF NEW YORK)
SS:
CO U NTY O F 2- .�' )
being duly sworn, deposes and says that (s)he is the applicant
(Name of it ividual signing contract) above named,
(S)he is the
(Contract r, Agent, orporate Officer, etc.)
of said owner or owners, and is duly authorized er 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/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
JAIN
_day of M.: .. .,.�
20 _25
#ary Public
VJYER
NOTARY PLIBLIC,STATE OF NEW YORK
T AUTHORIZATIONOWNER N0.0jCWf,3D 91.0
..._ r J t L TIE^IN-11=FC33LK COILIINTY
(Where the applicant is not the owner) con k-'S�Ora�1;Fi" z JUNE"1 a zit
I _ i residing at Z + ' 03 _
--
�..... ---.—..-do hereby authorize � C � �u �wm� _ _ _to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Own�sSture Date
Print Owner's Name
2