HomeMy WebLinkAbout49524-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
,`` SOUTHOLD, NY
`d
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49524 Date: 7/27/2023
Permission is hereby granted to:
Moffat Farm North LLC
Tina J Koslosky manager
48125 CR 48
Southold NY 11971
To: construct agricultural barn for equipment storage as applied for per Land Preservation
approval.
At premises located at:
47775 CR 48
SCTM # 473889
Sec/Block/Lot# 55.-2-10.4
Pursuant to application dated 9/29/2022 and approved by the Building Inspector.
To expire on 7/26/2024.
Fees:
FARM BUILDING-NEW $150.00
CERTIFICATE OF OCCUPANCY $50.00
Total: $200.00
Bu ding Inspector
� sira� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
a
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959
a 'r Telephone(631) 765-1802 Fax(631) 765-9502 litU)s://www.soutlioldtoNvilily.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only f I
PERMIT NO. Building inspector;
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date:September 26, 2022
OWNER(S)OF PROPERTY:
Name:Flowers & Flores Farm, LLCscTM#1000-55.-2-10.3 & 10.4
Project Address:48455 Middle Road, Southold, NY, 11971
Phone#:631.323.6690 Email:kevin@northforkflowerfarm.com
Mailing Address:440 Haywater Road, Cutchouque, NY 11935
CONTACT PERSON: -
Name:Kevin Perry
Mailing Address 880 Village Lane Box 95, Orient NY, 11957
Phone#:631.323.6690 Email:kevin@northforkflowerfarm.com
DESIGN PROFESSIONAL INFORMATION:
Name: TBD
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
@New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $30,000
Will the lot be re-graded? ❑Yes iRNo Will excess fill be removed from premises? ❑Yes @No
1
. ....�._.�.._.�. ��,PROPERTY INFORMATION.. .._�.-...._.T,�....__"_
Existing use of ro ertY Agrlcultural intendedded use of ro ert :
Agrlcultural
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
AC this property? WYes ❑No IF YES, PROVIDE A COPY.
IN Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and stone water issues as provided by
Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(pri/na evi n Perry ❑Authorized Agent ROWner
Signature of Applicant: Date: 2� 12 U"LZ
CAROLINE M MACARTHUR
STATE OF NEW YORK) NOTARY PUBLIC-STATE OF NEW YORK
SS: No.01 MA6384635
COUNTY OF �V�T[JL/ ) oualified in Suffolk County
Kevin Perry My Commission Expires 12-17-2022
being duly sworn deposes and says that(s he is s theaPplicant
(Name of individual signing contract)above named,
Nhe is theGeneral Member of the LLC
(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/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
2 day of -er7MPc 20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owners Signature Date
Print Owner's Name
2
z
LILLIAN F.MCCULLOUGH OFFICE LOCATION:
LAND PRESERVATION
Town Hall Annex
EXECUTIVE ASSISTANT ��� 54375 State Route 25
lillianm@southoldtownny.gov (comer of Main Rd&Youngs Ave)
Southold,New York
Telephone(631)765-5711
Facsimile(631)765-6640 MAILING ADDRESS:
P.O.Box 1179
www.southoldtownny.gov Southold,NY 11971-0959
DEPARTMENT OF LAND PRESERVATION
TOWN OF SOUTHOLD
TO: Amanda Nunemaker, Building Permits Examiner
FROM: Lilly McCullough,Land Preservation Executive Assistant
RE: SCTM# 1000-55.-2-10.4
48455 Middle Road, Southold
Request for Review: Application for Building Permit for Flowers & Flores Farm,
LLC on Land Subject to Town Development Rights
DATE: July 26, 2023
At its regular meeting held on July 25, 2023,the Land Preservation Committee reviewed the July
24, 2023 referral from the Building Department. The Committee presented and passed the
following motion:
The Land Preservation Committee has reviewed and discussed Flowers & Flores Farms,
LLC's revised design for an 810 sq. ft. equipment barn on lands subject to a recorded
Town Development Rights Easement. The Land Preservation Committee finds that the
proposed improvements are not in conflict with the purposes and other terms and
conditions of the recorded Easement.
Encl. 2023 Revised Equip Barn Design
cc: Flowers &Flores Farm, LLC
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Project Name: Flowers&Flores Farm-North Fork Flower Farm ` CSP: Certified Commercial
Project Address: 48455 Middle Road Quote#: KevinPerry-061323
POLE GBAMNS Southold,NY 11971 Job Type: DIY
DIY Pole Barns Email: kevin@northforkflowerfarm.com
9232 Hogpath Rd.Arcanum,OH 45304 Phone#: 631-323-6690
Business:937-547-9100
Building Details: Color Selection: Openings: Cupola:
Color Gauge Qty Type Quantity:
Building Width: 30' Roof: 29 Ga. Windows: 2 Opening Only Size:
Building Length: 27' Walls: 29 Ga. Type:
Building Height: 12' Trim: Roof-
Eave Overhang: 12"OH Vented Wainscoting: Man Doors: 1 6 Panel LH Sides:
Gable Overhang: 12"OH Vented Skylight: Base:
Roof Pitch: 4/12 Corners:
Truss Spacing: 4' Ridge Closure: OHD Openings: Weathervane:
Truss Load: 32-15*-0-5 Type: Metal-Vented
Truss Type: Standard Snow Bars:
Framing Nails: *Top cord dead load was increased by Dutch Door: Panel: Quantity:
Sheathing Nails: 10psf to accommodate furture solar panels. Trim:
Bale Door: Panel: Interior Liner:
Building Specifications: Trim: Ceiling:
Sliding Doors: 1 Size: 13.5 x 11 Wall:
Snow Load: 32 Type:Split(Offset)
Design Wind Speed: 126 Panel: Ivory Additional Sheathing:
Building Code: NYBC 2020 Roof:
Use Group: U Condensation Barrier/Insulation: Wall:
Design Soil Bearing:*1500 PSF Roof: Double Bubble
Soil bearing pressure is assumed. A site specific Roof: Decay Protection:
soil test may be required for approval. Roof: Post Protector: YES
Wall: Double Bubble GradeGuard:
Type Size Wall: Skirtboard Protector: YES
Footing: Pour Depth=8" Wall: Skirtboard Protector:
Diameter= 24"
Hole Depth= 3'8"
Posts: Size Spacing
Eave Post: 2x6 3ply 9'ox
Gable Post: 2x6 3ply 10'ox
13'6"Opening Post: 2x6 4ply
Wall Girts: 2 x 6 �0SE G�
Roof Purlins: 2 x 4 I JUL 2 4 2023
Diagonal Bracing: 2 x 6
X
Truss Carriers: Fasteners/qty: BUILDING DEPT. m "
EXT-1: 2x12 Quad 5/16"Power Lag/16
T®�aN
EXT-3: 2x12 Quad 5/16"Power Lag/16 j I I 1015135
13'6"Opening: LVL 117/8"Double 1/2"Balt/4 5$1
07/19/2023
.......... ......
Job:F&F-North Fork Flower Farm
Date:7/7/2023
Time:10:21 AM Post Layout 'e.()F Ne
271 EXT-1
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WALL BRACING DETAIL
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Jo FU-North Fork Hower Farm
Date:6/29/2023
Time:3:11 PM Isol OF NC-
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Job:F&F-North Fork Flower Farm
Date:6/29/2023
Time:3:11 PM Left Elevation
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07/19/2023
Job:F&F-North Fork Flower Farm
Date:6/29/2023 oF
Time:3:11 PM Right Elevation 'C �
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07/19/2023
Custom split slider 13.2"w x 11'61/2"h
Job:F&F-North Fork Flower Farm
Date:6/29/2023
Time:3:11 PM Back Elevation
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Job:F&F-North Fork Flower Farm
Date:7/19/2023 GIRTS& PURLINS
Time:9:43 AM Assembly Drawing- ROOF-1
X, Stock lengths.Measure Spans on-site for
accurate cut lengths.
OF NEpyY
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Materials 81 8'&10'lengths are non-stock.Obtain from
16'or 20'long stock boards.
Usaae [Material
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S Scrap.Obtain from extra cut-offs.
07/19/2023
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Job:F&F-North Fork Flower Farm
Date:7/19/�023
Time:9:43 AM Assembly Drawing- EXT-1 GIRTS& PURLINS
oF NCtj,;,. X1 Stock lengths.Measure Spans on-site for
accurate cut lengths.
Materiats Diagonal Wall Bracing is Required.
81 8'&10'lengths are non-stock.Obtain from
Usage Material See Detail 16'or 20'long stock boards.
TrussBearer 1.5 x 11.875 LVL
SkirtBoard Treated 2x8 S Scrap.Obtain from extra cut-offs.
Girt Spruce 2x6 07/19/2023
2' 2' 2' 2' 2' 2'
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Job:F&F-North Fork Flower Farm
Date:7/19/2023
Time:9:43 AM Assembly Drawing- EXT-2
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Materials
Usage Material
SkirtBoard Treated 2x8
Girt Spruce 2x6 I SVI
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Job:F&F-North Fork Flower Farm
Date:7/19/2023
Time:9:43 AM Assembly Drawing- SLD-1 OF Ne81
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Date:7/19/2023
Time:9:43 AM Assembly Drawing- SLD-2 OF NEW
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07/19/2023
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Gable End Truss Roof Purlin Fascia Trim Roof Purlin Fascia Trim
Soffit Panel Soffit Panel
2x Blocking @ 4'O.C. F&J Trim 2x Blocking @ 4'0.C. F&J Trim
Gable End Truss Gable End Truss
Wall Panel Wall Panel
PORCH W/NO OVERHANG PORCH W/1'OVERHANG PORCH W/2'OVERHANG
Roof Panel Outside Corner Trim Roof Purlin Roof Panel Outside Corner Trim Roof Purlin Roof Panel Outside Corner Trim
/ Wall Panel
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2x Framing @ 2'O.C. 2x Framing @ 2'0.C. 2x Framing @ 2'O.C.
Wall Panel Wall Panel
2x End Wall 2x End Wall 2x End Wall
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DOOR&WINDOW FRAMING DEALS
ENTRY DOOR OSTRUCTURAL POST ENTRYDOOR DUTCH DOOR OVERHEAD DOOR IAMB
4x6 Treated Post 46 Treated Post 46 Post Post 2x4 Back Jamb
Structural Post Wall Girt Wall Girt Trim Jamb Flush w/
�tl<—R.0. r MI--R.O. Back Jamb
'Verify Rough Opening Per
4x6 Post to
Manufacturer's Specifications4 Wall Girt Above
R.O.
Wgill Mrr(I
------- -- - -------------
(,�2x Header
Structural Post 2x Header 2x Header
Structural Post
2x10 Jamb
Wall Girt
R.O. 2x Backing R.0 2x Backing
R.O. Zx Backing
Skirt boa rd Skirtboar d
Of P 11,
.F�, 05 0
5k!rtboard
C,
-AL
WINDOW 0 STRUCTURAL POST WINDOW DOOR TRIM
CWINDOW SM X
Structural Post Wall GirtStructu ra I Post Wall Girt Iw
R.0.
R.O.--�4 F'Ws F—Q PL O._JZ4 ,, 0
r YJ
r7i r.771
07/19/2023
rf
S�Mjpost
2x Header
Trt;mmerTrimmer "J MIP C-P
R.0. (Extend to S.B.) R.0. (Extend to S.B.)
PI
x Sill 2x Sill
7
Skirtboard(S.B.)
/Skir
tboard(S.B.
7
4=�
Hold Trimmer Above
HoldTrlmmerA b e
Conc Conc -AVA--
Sliding Door Accessories
77
;j fAn,
4J
"T"'T"
Available 1,Et,10,IT,19',16,18'&20'
6,
Protests the topRound Tk
rac
of the door from rain,snow,and ke.
Door"andh, 'I wfi,, Track End
1--ft 1-4 bell:lu, -d wfth M.2ting Bolt
This door pul,I I* R-1.11"unt—L hpr End!bb
:d.6,516"o-0-.eh n wtlt h—. srnu te—lian W.1—
I 314*6---p cf--N -4- WOOQ/STM
BLOCKING
all— 91,—d N�xl.
Ring end hook simply s—e a chain to desfod
length
tog Designed for with dad wood4rame for holding bl-p mung sidin door leaves
elt—
doors,rods mount on opposite sides afJoirling
door—ticaIs,angling upward from horizontal
door Spacers toward the inside of vatkals where,
the d—meet.The chaw win Then drop W <
lowest position for a snug fit
Nan
Oude
Tmliev
Guide Railed
rDmbl—bolt-thnogh I.Pricif f Ir,us with Guide Red.Wted We In each leg allows
"A'
Sha 7'IF.b r.r-Wn,-—1 amounts
-
economy WO pWjswIng actme, Fah lateral and vertIcal adjustments.Boils and note kabed ft—16
accost . o.
1/2'x 9'offset bolt adjust "c Included. with cr.1de rail tuadaks. ft bottom door
to Id the door in place wind go.
Generous—tical adjustment plate Is
accommodates a—fiely of door
materials.
SLIDER BOTTOM RAIL GUIDES DETAIL
�.OF N9
EP"
X
�� 1. ��f � f-
X;
07/19/2023
SPLIT SLIDING DOOR
TRIM DETAIL BELOW TRUSS MARRIER/TRUSS
(I.S' 5.5'A-9%mm) (15- 5.7 AM�Wm)
TRACK MAIL BELOW TRuss TRACK DETAR.BELow TRuss Cm
.10 T,.,k�pp.
m Tmk M T'lld�d GABLE END Supgo DOOR EAYE$ME Sm Do
2a I,.&
C-IN
Jamb Tdm J..b Tdm
(T, Dslng) (T. �mg)
OF NE�V
sE
SPLIT SLIDING DOOR
TRIm DETAIL AT TRUss/TRUSS CARRIER
07/19/2023
(1.5-x.5'Algle W,
G-8D EAVE SME
TwOmaTM TwK Dam
M T-k and
o..v
M Tr.,*Md
(1.5-x 5.5-ADgle tHm)
N4 X)—d
J..b Tlh hmb Tlim
(T. (To
........... ..........
PANEL DUMLS
Panel Rib Conflict Adjustment(Eave Wall&Roof Panels)
Gable Wall Panel Typ Cutoff Lengths Panel Run(including overhang for Roof Panels) PanelRun
Length(ft) Action Length(ft) Action
3/12 24 None 62 Shift First Panel 1-1/2"Away From Corner
----------------------- 26 Shift First Panel 1-1/2"Away From Corner 64 Cut 1-1/2"Off First Panel
Make sure you IC--- 38" 28 Cut 1-1/2"Off First Panel 66 None
fasten the panels 30 None 68 Shift First Panel 1-1/2"Away From Corner
plumb up and 9 1/2"T—------I---------------i
32 Shift First Panel 1-1/2"Away From Corner 70 Cut 1-1/2"Off First Panel
down so your Q) 34
Cut 1-1/2"Off First Panel 72 None
computer
36 None 74 Shift First Panel 1-1/2"Away From Corner
generated
38 Shift First Panel 1-1/2"Away From Corner 76 Cut 1-1/2"Off First Panel
measurements
remain accurate. 40 Cut 1-1/2"Off First Panel 78 None
42 None 80 Shift First Panel 1-1/2"Away From Corner
44 Shift First Panel 1-1/2"Away From Corner 82 Cut 1-1/2"Off First Panel
ME ED�(M C3 0� 46 Cut 1-1/2"Off First Panel 84 None
4/12 48 None 86 Shift First Panel 1-1/2"Away From Corner
38" 50 Shift First Panel 1-1/2"Away From Corner 88 Cut 1-1/2"Off First Panel
52 Cut 1-1/2"Off First Panel 90 None
54 None 92 Shift First Panel 1-1/2"Away From Corner
12-11
56 Shift First Panel 1-1/2"Away From Corner 94 Cut 1-1/2"Off First Panel
58 Cut 1-1/2"Off First Panel 96 None
60 None 98 Shift First Panel 1-1/2"Away From Corner
.9P
100 Cut 1-1/2"Off First Panel
Panel Rib Conflict Adjustment(Gable Wall)
Length(ft) Action Length(ft) Action
24 None 42 None
5/12 26 Cut 25"Off Corner Panels 44 Cut 25"Off Corner Panels
I<--- 38"
28 Cut 13"Off Corner Panels 46 Cut 13"Off Corner Panels
30 None 48 None
15-13/ 32 Cut 25"Off Corner Panels 50 Cut 25"Off Corner Panels
16"
34 Cut 13"Off Corner Panels 52 Cut 13"Off Corner Panels
i7q
36 None 54 None
38 Cut 25"Off Corner Panels 56 Cut 25"Off Corner Panels
V NEW,
0 tf 40 Cut 13"Off Corner Panels 58 Cut 13"Off Corner Panels
0
60 None
FOR:Intemiediate Supper
Anti!Syphon Groove
6/12 145,"ScrewS
38"
07/19/2023
19..
V
0
X Notes-
1-1/2"Screws for Siding,Roofing,&Trim
2"Screws for Ridge Cup
FOR:Eave,Ridge,and End;aps
1-vp Screws Anti-Syphon Groove
Starting Panel Next Panel Overlays
the Starting Panel
Cross Section View
L
Steel Trim A ccessorles
For Reference Only - Not To Scale
Wafl Trim Accessories Roof Trim Accessories
14" 9
Ratgaurd F&JTrIm Rid e Cap
3.5"
.75"
2.675"
2.675
----------------
S-1/2"Corner/Gable Trim
.75,
Snow Guard
........ . .....-
875"
01%
1.25"
Angle Trim/Fascia
. .......... Skirt Board Pr.o.tector L1,25" 1..8 25"
----------
4.125"
varies In Lengths -.81
1.25' ---
.81251,
From:
1 Rqo.f Eclg� I
7.5"
i 4.51-
................
2"
1.625"
Interior Wall Trim Accessories
Z-BAR/WAINSCOTING
.................
S-1/2"Inside Corner Trim
of NEN,
Finished Side
4-----�-------------- .8125" 4 125" EP
7 .8125"
4.125"
.................
.8125"
10168
07/19/2023
........... ........ ......... .......
Steel Trim Accessories
For Reference Only - Not To Scale
Porch Trim A ccessorles
Door Trim Accessories
..........
PostCapsFront ------
h
J7C-..annel
Porch Flashing -O*ve*r*h*ead DoorTrim-
2.5"
2.125"
2.75"
.25 r i��7 5
J.,
J...2-75" I
Varies In Size 75"
8.375"
Drip Cap
Side W*all
...............
2 125"
Varies In Size
4" ..........
5"
8.375"
Post Caps Back
.75"
1. Sliding Door Trim Accessories
5 ...........
our Track Cover
Varies In Size Jamb Trim
....................
Porch Trim
1 5.S 7"
oV Nek,,,
OVEP;i
I .8r,
........................
5...............
............ 3.5
�73T'
v
07/19/2023
SEAN:681122 COMN Ply: 1 Job Number: 2302479 Cust:R2193 JRef:1XRJ21930004 T5
FROM:WS Qty: 6 F&F-NORTH FORK 30 DIY POLE DrwNo: 201.23.1536.41477
Truss Label: T1 �Jy I BM 07120/2023
L 87"15 510"" 23'11 31'9"
87"15 7 2"9 77"9 87"15 1
=6X10
C
12
4 p
3X4 ,3X4
v
B D
i�
in
4X1A2(D1) 4X12(D1)
a•s E
H G F I
4X6 =H0510 =4X6 8
30' 10''1
11'013 6'11"3 2'8"3 11'0"13
r 11'0"13 + 18 20,8"3T 31,9" 't
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 32.00 Wind Std: ASCE 7-16 Pg:32.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity
TCDL: 15.00 Speed: 126 mph Pf:24.6 Ce:1.0 VERT(LL): 0.283 F 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Part.Enc. Lu: - Cs:1.00 VERT(CL): 0.467 F 770 240 A 3352 /- /- /1585 /141 /108
BCDL: 5.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.096 E - - 1 3352 /- /- /1585 /141 /-
EXP:B Kzt:NA
Des Ld: 52.00 HORZ(TL): 0.158E Wind reactions based on MWFRS
Mean Height:15.07 ft A Br Wid=8.5 Min Re 4.0 Truss
NCBCLL: 10.00 TCDL:9.0 psf Building Code: Creep Factor:2.0 9 q= (Truss)
Soffit: 2.00IRC 2018 Max TC CSI: 0.617 1 Brg Wid=8.5 Min Req=4.0(Truss)
BCDL:3.0 psf Bearings A&I are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.987
Re Fac:No Max Web CSI: 0.421 Members not listed have forces less than 375#
Spacing:48.0" C&C Dist a:3.17 ft P
Loc.from endwall:Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.55 Plate Type(s):
Wind Duration:1.33 WAVE,HS VIEW Ver:22.02.01.1115.14 A-B '1103-7313 C-D 1051 -6344
Lumber B-C 1053-6344 D-E 1104 -7314
Top chord:2x6 SP 2400f-2.0E;
Bot chord:2x6 SP#1; Maximum Bot Chord Forces Per Ply(Ibs)
Webs:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Purlins A-H 6740 -944 G-F 4693 -568
H-G 4693 -568 F-E 6741 -906
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: b WForces Per PI
Maximum e
Chord Spacing(in oc) Start(ft) End(ft) Maxy(lbs
)
TC 24 0.88 15.88 Webs Tens.Comp. Webs Tens. Comp.
TC 24 15.88 30.88
BC 120 0.00 31.75 B-H 373-1455 C-F 1717 220
Apply purlins to any chords above or below fillers H-C 1717 -220 F-D 373 -1455
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Wind13F NEWyo
Wind loads based on MWFRS with additional C&C C� �Q Q Hro ;,,
member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types. a jj
�ux2ztlu
`r 105603
07/21/2023
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'*IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI and SBCA) r safety practices rior to performing these functions. Installers shall provide tempora
bracing per BCSI.Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have continuous lateral restraint((CLR),installed with
diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. A ply plates to each face oAruss and position as
shown above and or)the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions.Refer to job's General ALPINE
Notes page for additional information.
Alpine,a division of ITW Buildin$g�Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the a,,,,,,,mw,U,,,
truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawin or cover pa a 155 Hadem Ave
listing this drawin indicates acceptance of professional en sneering responsibility solely-for the design shown.The suitability and use of this
drawing for any stgr'ucture is the responsibility of the BuildinggDesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor
For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or ;SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Glenview,IL 60025
SEAN:681134 GABL Ply: 1 Job Number: 2302479 Cust:R 2193 JRef:1XRJ21930004 T6
FROM:WS Qty: 2 F&F-NORTH FORK 30 DIY POLE DrwNo: 201.23.1536.44450
Truss Label: T2 �Jy / BM 07/20/2023
8'7"15� 12'4"4 + 15'10"8 + 19'4"12 + 23'1"1 1 25'4"1$ 31'9"
4 2'3"11 3'8"5 3'6"4 3'64 3'8"5 2311 6'4"4
=6X10
=3X10 E=3X10
4 p D F
=3X10 Q S =3X10
� C G
B H
n M pN U
=4X1A2(D1) =4X12(1)
4.8
=4X6 =3X10 K=3X10 J Y
_
=H0510 =4X6 g
P 30 10"
11'0"13 6'11"3 2'8"3 11'0"13
11'0"13 + 18' + 208"3 31'9"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria - ♦Maximum Reactions(Ibs)
TCLL: 32.00 Wind Std: ASCE 7-16 Pg:32.0 Ct 1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 15.00 Speed: 126 mph Pf:24.6 Ce:1.0 VERT(LL): 0.276 E 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Part.Enc. Lu: - Cs:1.00 VERT(CL): 0.430 F 837 240 A 3352 A A /1585 /141 /108
BCDL: 5.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.101 1 - - Y 3352 A A /1585 /141 A
EXP:B Kzt:NA Mean Height:15.07 ft HORZTL
Des Ld: 52.00 ( ) 0.167 1 Wind reactions based on MWFRS
A Br Wid=8.5 Min Re 4.0 Truss
NCBCLL: 10.00 Building Code: Creep Factor:2.0 9 q= (Truss)
TCDL:9.0 psf Y Br Wid=8.5 Min Re 4.0 Truss
Soffit: 2.00 BCDL:3.0 psf IRC 2018 Max TC CSI: 0.580 g q= (Truss)
Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.997 Bearings A&li are a rigid surface.
MWFRS Parallel Dist:0 to h12 Members not listed have forces less than 375#
Spacing:48.0" C&C Dist a:3.17 It Rep Fac:No Max Web CSI: 0.597 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.55 Plate Type(s):
Wind Duration:1.33 WAVE,HS VIEW Ver.22.02.01.1115.14 A-B 1088-7384 E-F 602 -4233
Lumber Additional Notes B-C 961 -6397 F-G 924 -5975
C-D 926-5975 G-H 959 -6398
Top chord:2x6 SP 2400f-2.OE; Truss has been designed for vertical in-plane loads D-E 599-4232 H-1 1089 -7385
Bot chord:2x6 SP#1; only.Any IateraVhorizontal wind loads shall be
Webs:2x4 SP#2; transferred into the roof and ceiling diaphragms.
Connection and design of these systems is the Maximum Bot Chord Forces Per Ply(Ibs)
)
Plating Notes responsibility of the Building Designer in accordance Chords Tens.Comp. Chords Tens. Comp.
All plates are 3X4 except as noted. with ANSI/TPI 1. A-L 6817 -956 K-J 5489 -761
Handling stresses not considered for plates.Handling L-K 5489 -761 J-1 6817 -919
of this truss requires special care by truss
manufacturer and installation contractor to prevent Maximum Web Forces Per Ply(Ibs)
plate damage. Webs Tens.Comp. Webs Tens. Comp.
Purlins C-L 235-1042 E-J 1454 -124
In lieu of structural panels or rigid ceiling use purlins L-E 1453 -124 J-G 235 -1041
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.88 15.88 Maximum Gable Forces Per Ply(lbs)
Gables Tens.Comp. Gables Tens. Com
TC 24 15.88 30.88 p• p•
BC 120 0.00 31.75 B-M 230 -764 Q-S 439 -1819
Apply purlins to any chords above or below fillers P��'of NEW rO M-0 204 -684 S-F 420 -1662
at 24"OC unless shown otherwise above. D-Q 419-1662 U-W 204 -684
Loading Gj�\��Q f DE�q�� O-U 198 -646 W-H 230 -764
Bottom chord checked for 10.00 psf non-concurrent * C�• yy
live load.
Truss designed for unbalanced snow loads.
Wind �, Z
Wind loads based on MWFRS with additional C&C 105603
member design. p P
Left and right cantilevers are exposed to wind RoFj -
Wind loading based on both gable and hip roof types.
07/21/2023
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide tempora
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 forpermanent lateral restraint of webs shall have continuous lteral restraint(CLR),installed with
diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as
shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE
Notes page for additional information.
Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the * ,,cow*
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover paTe 155 Harlem Ave
listing this drawing indicates acceptance of professional en rneering responsibility solelyor the design shown.The suitability and use of this North Building,drawing for any structure is the responsibility of the BuildinggDesigner perANSI/TPI 1 Sec.2. g,4th Floor
For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.or AWC:awc.org Glenview,IL 60025