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200'
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3 MSR SYP TRUSS G47R'Ea5 NEW BUILDING SPECIFICATIONS
TRUSS
60' X 200' X 20'6" POST & FRAME BUILDING
O-18" X 8" CONCRETE FOOTINGS (GABLES)
O-25" X 8' CONCRETE FOOTINGS (SIDEWALLS)
m (10227 LB CAP; 9920 LB COLUMN WT) /
POST SAVER PATENTED UPLIFT NOTCHED POST W/12"
CONCRETE COLLAR ' C.
Oi 4-3'0" X 6'8" 6-PANEL FIBERGLASS ENTRY DOORS
• ALL GABLE POSTS 05-16' X 16' FRAMED OPENINGS FOR OVERHEAD DOORS '
EXTEND TO TOP (DOORS BY OTHERS)
OF ROOF TRUSS -Z -3 PLY 2X8 GLU-LAM POSTS W/POST SAVER POST PROTECTION
8' OC (TYP)(3 PLY 2X6 POSTS AT GABLES)
2X8 PRESSURE TREATED GROUND CONTACT SKIRT BOARD
2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC
3-2X12 MSR SYP TRUSS CARRIERS 08' SPANS-
(HEADER CAPACITY=1358 PLF; ROOF LOAD=1240 PLF)
coo 4-1(HEADER"CAPAC LVIL ITY!TRUSS
2 PLF; OF LOAD-1240 PLF) ~
TRUSS CARRIER TO POST= Tj"X4"GRK STRUCTURAL SCREWS
15 OEAPOST (4 PER SPLICE MIN) 4995 SHEAR RATING
PRE-ENGINEERED ROOF TRUSSES-
4/12 PITCH, 48" OC, 30-5-5 LOADING
11 ROWS 2X4 BOTTOM CHORD TIES (59" OC)
6 ROWS 2X4 LATERAL TRUSS BRACING (SEE TRUSS DWG)
1516 LB UPLIFT; H-10A HURRICANE TIES=1340 LB &
4-12D FACE NAILS=356 LB(PG A4.5) o
/ 28 GA G-100 PAINTED STEEL ROOFING & SIDING
/ INSTALL 4-5' CUPOLA'S (SUPPLIED BY OWNER)
/ TYVEK HOUSE WRAP UNDER SIDING
4' WAINSCOT BASE COLOR
' 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT &
FASCIA
PAINTED STEEL 12" VENTED RIDGECAP 1
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TRuss CuEaS Russ cARR¢a O
LL
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TRUw cutRi s AT 16'DOOR OPENINGS ATTACHED TO PoSfs
ymH 23--&'X'CW SIRI/CI AM SCREWS PER POST FLOOR PLAN
4 SCREWS AT EACH END OF ALL 4 LYL DOOR HEADER%3 SCREWS SUIE a/e4'-1'O'
AT EACH ETA OF ALL 3-2X12 HEADERS AT DOOR OPENING
,,.OF NEIyY
Py I KOPoF�y0 Digitally signed by James
y
A
A. Koppenhaver, P.E.
] n= Date:2025.10.06
"17 A
6ESS1 `ram 08:34:07-04'00'
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FLOOR PLAN DRAM BY: ALS ALL INFORMAION SHOWN C C
ON THIS DRAWING IS THE SHAWN MCBURNIE _ James A. Koppenhaver; P.E.z P0�'E etJILjo
REVIEW: PROPERTY OF SHIRK T
REVISIONS: POLE BUILDINGS LLC, r r as
THIS DRAWING MAY NOT 22845 MIDDLE ROAD v° Reed R d .
BE REPRODUCED W'T�°DTI I Wyomissing, PA 19610
PERMISSION.BUILDER ANDH 1 IqKLLC
� - ER ARE L"DjMF S L- CUTCHOGUE NY 11935 Email; ��0 oenhaver �@ ma i.�om
DATE: 10 2 �5 TO VERIFY ALL DIMENSION p' p g 8l?7 READING ROAD EAST EARL,PA17519
SITE: BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001
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ALL INFORMATION SHOWN
loll ON THIS DRAWING IS THE
I' 16'0" X 16'0" 16'0- X 16b- 16'0" X 16'0" 16'0" X 16'0 y PROPERTY OF SHIRK
OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR k THIS DRAWN GPOLE BUILDINGS LLC.
MAY NOT
BE REPRODUCED MTHOUT
I
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�_. - =I C❑ - o❑ I I PERVi SSION.BUILDER AN
IIIIII� OWNER ARE RESPONSIBLE
ALL
NS
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RONT ALL DRAWN BY: ALS
scA�: +/+fi'_,b• REVIEW:
REVISIONS:
o�NE1, Digitally signed by
'ro T 9s James A. DATE: 10/2/25
1 = W Koppenhaver, P.E. SITE:
a = ELEVATIONS
"Fop UyTg2; Date:2025.10.06
08:34:35-04'00'
4 � 2
1
PAINTED RIDGECAP 6 NAILS 4 F PE LIN 28 GA. PAINTED
PER TRUSS ROOF STEEL ROOFING o
ROOF TRUSS TRUSS\
2" WEATHER TIGHT �-
VENTED OR PAINTED SCREWS 28 GA STRUCTURAL 3-31 X 120 2X4 ROOF \ RAKE TRIM H
SEALTITE PAINTED STEEL
GALV. NAILS BOARD PAINTED �
CLOSURE 2X4 GIRT OR PERLIN PURLIN I 2X6 FA E Z
WALL POST
STRIPS "X4" GRK F CIA O J
24" ON CENTER J
TRUSS o STRUCTURAL I 2X6 HEADER
4-31"X.120 NOTCHED SCREWS� III X
1" WEATHER TIGHT GALV. NAILS
PLICE INTO POST° METAL SIDING VENTED m
2X4 ROOF? PAINTED SCREWS OVERHEAD GABLE TRUSS SOFFIT -� m
PERUNS 9" ON CENTER STRUCTURAL OVERHEAD DOOR TRIM M AL F&J TRIM p,
ROOF TRUSSES POST DOOR WEATHERSTRIP
SIDING in
yp
GRK STRUCTURAL '
12" RIDGE CAP METAL SIDING & ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG
DETAIL ROOFING FASTENERS FASTENING DETAIL CARRIER FASTENER DETAIL HEADER DETAIL DETAIL
SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 17 SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" - 1'0"
DESIGN
Lj
28 GA. PAINTED STEEL O o
ROOFING INSTALLED W/ PAINTED STEEL -�
SCREWS & WASHERS DOUBLE TREATED �
2X4 BOTTOM CHORD I 2X6 DOOR POST OOFIN1 - ] o
PERMANENT LATERAL WALL POST �I 2X6 FACE BOARD 0 E
BRACING SEE TRU55 4- 2X4 ROOF PERLIN y DOOR JAMB01
( 34" 2X4 WALL 6 NAILS ROOF "•f G
WG FOR SPACING) GALV. NAILS / GIRT PER TRUSS TRUS PAINTED N CD
2X6 SPF \ I I 2 "GALVANIZED FASCIA N 0-
2X4 ROOF FACE BOARD DECK SCREWS Q >
URUNS 24" OC. PAINTED I ROOF TRUS O
EL 6-3"' PLICE \ VENTED c
rF&J
ASCIA GALV. NAILS 28 GA. PAINTED STEEL SOFFIT
�4 NAILS PER J CHANNEL
ENTED EACH SIDE POST F&J TRIM Q o
ANELS
PRE-ENGINEERED RQOF OFFIT CARRER METAL SIDING N Ln O
TRUSSES 48" OC. TEEL 2X6 TIE Ln
3-2X12 MSR SYP TRUSS CARRIERS RIM SIDEWALL GIRT BLOCK ETRUSSO TIE BLOCK ENTRY DOOR 12" EAVE OVERHANG 0 WFASTENING DETAIL NER DETAIL JAMB DETAIL DETAILSCALE: 1/2" = 1'0" 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" OS'l�:
3 PLY 2X8 GLU—LAM W Q
POSTS 8' OC. TYP.
Zo �
2X4 SPF DIAGONAL BRACE I.f
FROM RIDGEUNE TO BOTH EAVES RE-ENGINEERED M Z
-1101- ROOFTRUSSES � W J
48" OC. cUuj
G 0
N Z � 0
2X6 WIND UPLIFT TIEDOWN BLOCK O
TRUSS N HE T
#1 SYP TRUSS CARRIERS--'-
ARRIERS INTO POST 2
co
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2X4 SPF SIDEWALL GIRTS 24" OC. v, N N
U
WALL BRACING
WALL BRACING 29 GA. STRUCTURAL STEEL / / ALL INFORMAnoN SHOWN
PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWING IS THE
REQUIREMENTS: OF WALL PURLINS WITH SCREWS
2 PROPERTY OF SHIRK
8CA STRUCTURAL
POLE BUILDINGS LLC.
STEEL SIDING
MAY O 2X4 SPF WALL GIRTS 24" OC. PANELS INSTALLED / BE REPRODUCED WTPCUT
WITH SCREWS
PERMISSION.BUILDER ANC
GRADE GRADE
OWNER ARE RESPONSIBLE
2X8 PRESSURE TREATED TO VERIFY ALL DIMENSIONS
6"-4000 PSI SYP SKIRT BOARD PRESSURE TREATED BEFORE CONSTRUCTION.
GRADE (BOTTOM CONCRETE FLOOR SYP GROUND CONTACT
OF SKI D) OPTIONAL 2X6 SKIRT BOARD ORAVN BY: ALS
REVIEW:
3/4" STONE BASE COMPACTED / 1/\\/\\/\\/\\�\/\�/�� \\/\\••,, �,>..\\,\\/\\/\\/\\ \/\\/ REVISIONS:
(OPTIONAL) SOIL BACKFILL - /\\//� \//•\!/•y//.\!/.\�,\!/.\!i \//.\. / \/�\\//\\ �/j// pFNEYyr Digitally signed by
POST SAVER PATENTED UPUET NOTCHED %\% - � ID � N /,\ 3000 PSI. CONCRETE
POST W/12" CONCRETE /\\j POSr 12"CONCRETE COL FOOTING (SEE SIZE�j� j�j`\ ;° v`' y�� James A.
a ON FLOOR PLAN r a i r �' s DATE: 10 2 25
3000 PSI. CONCRETE FOOTING--__
j\\' ,: \��3C00 i FOIL\\�\\ ) r - W Koppenhaver, P.E. SITE: / /
(SEE SIZE ON FLOOR PLAN) ( \/\\ \ /�//\�!\\ \/�\\/�//\\,' /\\' \" \ \ / Zin n
Date: 2025.10.06 SECTIONS
TYPICAL FRAME /\\/\\/\\/�./\\/�,/\\��f\\/\/.�' i\//,� /�//• /\/j\ ,\�/
\ \ \%\ \ ' T Y P{CAL FRAME /////\//'/j 9o5ess�oaA
SECTION \ ��\� ����\/<\\ SECTION ;\\; \� OH:35:09-0400'
(ENDWALL VIEW) (SIDEWALL VIEW)
SCALE. 1/4" = 1'0" SCALE: 1/4" = 1'0" ��JJ
I
BUILDER
BUDDING DESIGN 'NOTES AND DETAILS A4.8 CONCRETE FLOOR (OPTIONAL)
J
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. E a
A4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. 2
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY A49S I R U C U R A DIE-SIGN P A R A E I E R S z �_
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED_
USE GROUP- S2
A4.2 FOOTINGS RISK CATEGORY I p�
EXPOSURE CATEGORY= C
3C_
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPROTECTED
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
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SQ FT)=12,000
OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=304,000 DESIGN
A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-16 ULTIMATE WIND SPEED, VULT=130 MPH L
O o
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE_ (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD-103 MPH. — .0
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF — E
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 CLU-LAM :FB=2150, FC=2050. LUMBER > a o
CP48" BELOW GRADE UNLESS NOTED OTHERWISE. U
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND a� a
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. 2�
USE CATEGORY 48 AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.1 O APPLICABLE BUILDING CODES 0 - °
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: o
A4.4 ROOF TRUSSES 2021 BUILDING CODE OF NEW YORK STATE AND ASCE 7-16 Q } ccn a
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, DESIGN R E E R E N C S. Ln E COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 Q) In o
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION E
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMEP.CAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION w
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN, THE DESIGN PROFESSIONAL OF OWNER
SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) Lc)
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010)U W ❑ M
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS.
A4.5 ROOF TRUSS UPLIFT AND LATERAL SOUTHERN BUILDING CODE CONGRESS (SSTD10) Q r
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES � Q r
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) �..
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND A4.12 WARRANTY NOTES m W Z
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN J
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR VCC ❑ LV
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN G ❑
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND Z C
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. c
SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: Lt'�
FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN Q V
TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, S.44VING, SPLINTERING OR DAMAGING ANY = 0o
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1,2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, (n N
65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. N V
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2Xz- WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/04 STRUCTURAL MODIFICATIONS ALSO INCLUDE:
MINIMUM OF 12D NAILS IN 1 "' STRUCTURAL TIMBER IS 1 PER BOARD WIDTH. ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC AL' 'NFORMATION SHOWN
# ON T.IS DRAWN, IS THE
TRUSS CARRIER CONNECTION TO POST: '"x4" GRK RSS STRUCTURAL SCREWS. SCREW STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. PROPERTY OF SHIRK
16 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC.
VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH-139,000 PSI, THIS DRAWING MAY NOT
PULLOUT-2644 LBS, HEAD FULL THROUGH-825 LBS, MIN. BENDING ANGLE-35" FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS BE REPRODUCED WTHOUT
NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION.BUILDER AND
A4.7 METAL SIDING AND R 0ER ARE RESPONSIBLE
'ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED
TO VERIFY ALL DIMENSIONS
WITH #9 WOODGRIP, "' HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CO3%$TR"^T.av
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING REVIDRAMEW:
A L S
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED I
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED REVISIONS;
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF 0-100. �oFaFsyr Digitally signed by
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT �Pt �xonaF�Op
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; ��.. - 9yG� James A. DATE: 10/2/25
BOTTOM EDGE OF STANDARD ROOFING (MATERIALS. m ' ' w Koppenhaver, P.E. SITE:
Date: 2025.10.06 DETAILS
Aq�+jFSS10N�y 08:35:29-04'00' n
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SEQN:329054 COMN Ply: 1 Job Number: 36638 Cust:R 6697 JRef:1YdV66970013 T135
FROM: Qty: 10 /36638/Shirk Pole/McBumie DrwNo: 275 25.0929.38427
Truss Label: 30A/Com/60/412 / FK 10/02/2025
30' 3 1,4, 9'7"
6'4"8 33 "36"1
4T8"3 "7 60'
10,10"9 173"13 20'4"2 23'T'8 36'4"8 491
10,10" '5"9 15 8'0"5 3'3"6 6'4"8 8'0"5 1'5"5 10,10"9
1118X1F(—)
T 12 6X8 6X8
4 \\\6X8(") E G 4yeX8('1
D Fh1l
v 6X6 r WA Z�6X6
\484 C W (a�/ (a) 4 j4
T1 (a (a) WS (a \a)
T6
A K
_T14 —
S R Q B2 P O N B3 M L =H0615(A2)
H0615(A2) =5X6 1115XB mHO508 1115X8 =5X6
=H0610 =H0610
— 60'
12'9"8 1'2"8 10'3"3 68"13 , 5'8"13 10'3"3 _1218 12'9"8
12'9"8 14' 24'3"3 30, 368"13 ' 46' 4778 60'
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 30.00 Wind Std. ASCE 7-16 Pg:30.0 Ct:1.20 CAT:II PP Deflection in Ioc L/defl L/# Gravity Non-Gravity
TCDL: 5.00 Speed 130 mph Pf:25.2 Ce:1.0 VERT(LL): 0.934 P 766 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CQ: 1.253 P 571 180 S 4832 /- /- /1443 /1516 /432
Risk Category:II
BCDL: 5.00 Snow Duration:1.15 HORZ(LL): 0.322 K - - K 4832 /- /- /1443 /1516 /-
Des Ld: 40.00 EXP.C Kzt:NA HORZ(fL): 0.431 K Wind reactions based on MWFRS
Mean Height:20.00 ft S Br Wid=8.2 Min Re
NCBCLL: 10.00 TCDL:3.0 psf Building Code: Creep Factor:2.0 9 q=4.0(Truss)
Soffit: 2.00 BCDL 3 IBC 2018 Max TC CSI: 0.811 K Brg Wid=8.2 Min Req=4 0(Truss)
: 0 psf Load Duration:1 15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max 8C CSI: 0.956 Bearings S&K are a rigid surface
Spacing:48.0 C&C Dist a:600 ft Rep Fac:No Max Web CSI: 0.660 Members not listed have forces less than 375#
" .
Loc from endwall:Any FT/RT/PT:2(0)/2(0)/2(0) Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.1E Plate Type(s):
Chords Tens Comp Chords Tens Comp.
-
WiindDuration:1.60 HS,WAVE VIEW Ver:24.02.01 D.0602.19 A-B 591E-12327 F-G 4800 -8916
B-C 5765-11682 G-H 4775 -9062
Lumber Wind 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 4775-9062 1-1 5765-11682
T6 2x8 SP 2400f-2.0E; member design
Bot chord:2x6 SP 2400f-2 OE;B2, E-F 4800-8916 J-K 591E-12327
B3 2x6 SP SS Dense; Wind loading based on both gable and hip roof types
Webs:2x4 SPF#1/#2;W2,W4,W5, 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 11489-5473 O-N 7196 -3243
(a)Continuous lateral restraint,equally spaced on during handling,shipping and installation of trusses R-Q 9456-4500 N-M 9456 -4377
See"WARNING"note below.
member. Q-P 9456-4500 M-L 9456 -4377
In all cases where a Truss clear span is 601t. P-O 7196-3243 L-K 11489 -5395
Plating Notes or greater,the Owner shall contract with any
(")3 plate(s)require special positioning.Refer to Registered Design Professional for the design Maximum Web Forces Per Ply(Ibs)
scaled plate plot details for special positioning of the Temporary Installation Restraint/Bracing Webs Tens.Comp. Webs Tens. Comp.
requirements and the Permanent Individual Truss Member
Restraint and Diagonal Bracing. B-R 918-1254 F-N 2510 -1200
Purlins R-D 1943 -968 N-H 1349 -2236
In lieu of structural panels or rigid ceiling use purlins D-P 1349-2236 H-L 1943 -968
to laterally brace chords as follows: 0 f NL P-F 2510-1200 L-J 918 -1254
Chord Spacing(in oc) Start(ft) End(ft) �� W y
TC 24 0.00 30.00 1�\Q p HEpF�O,p�
TC 24 30.00 6000 �
BC 59 0.15 59.85
Apply purins to any chords above or below fillers C Jar y
at 24"OC unless shown otherwise above. h 7, / L
r _
Loading
Bottom chard checked for 10.00 psf non-concurrent
live load. q 105603
Snow �dF
Truss designed for unbalanced snow loads.
10/02/2025
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGt
"IMPORTANr* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLLIJDING THE INSTALLERS
Trusses reg4tre a rerr�e care in fabncatingg,handling shipping,installing and bracing. r to and follow the latest edition of$CSI(Building
Component Safety Information.by TPI and SBCA)fb�safety practices prior to performing these functions. Installers shall provide temporary
bracing Per BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly
attach€d rigid ceilingg Locations shown for permanent lateral resaint of webs shall have continuous Lateral restraint(CLR),installed with
diagonal bracing installed on the CLR per BCSI sections 83,B7,or B 10,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 Buildingg�CComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANStlTPI 1, or for handling, shippin installation and bracing of Wsses A seal on this drawing or cover pa a 155 Harlem Ave
listing this drawing indicates acceptance of professional engre�ring responsibility solel Tor the design shown.The suitability and use of this
drawing for any structure is the responsibility of the Building TJesigner per ANSI/T I 1 M 2. North Building,41h Floor
For more information see these web sdes Alpine,al ineitw.com:TPI t inst.or :SBCA:sbcacom onents.com:ICC:iccsafe.org.AWC awc.orq Glenview.IL 60025
SEQN:329064 GABL Ply: 1 Job Number: 36638 Cust:R 6697 JRer=1YdV66970013 T137
FROM: Qty: 2 /36638/Shirk Pale/McBumie DrwNo: 275.25.0929.50860
Page 1 of 2 Truss Label: 30A/Gab/601412 / FK 10/02/2025
30' 3, 9'7"1,4
r- 6'4"8 TY61
10,10"9 12'$ 13 20'4"2 23'7" 36'4"B 47'8"3 49' '7 60'
10'10"9 5'A5 8'0"5 3'3"6 r 64 B 8'0"5 1'5' 10'10"9
IIIBX1F(-)
l 12 -__-- - ___ \6X8
q � W16X E
D.,) 68 G n/t3X8(�1
a4X4 X8 W H �6X 4X4
og Q =___�e =__= a,
T1 ---- ---- ------- __- ----
a
----- -- --- - -- -----r- ------- 8� �e W7 T6
A -_ _________
S RQ B2 P O NB3 ML
=5X6 IIISX8 =H0508 1115XB =5X6
H0610 =H0610
60,
L 12'9"8 8_ 10'3"3 58"13 68"13 , 10Y3 17,,8 12'9"8
12'9"8 _14' 24'3"3 30' 368"13 46' 47'2"a 60,
Loading Criteria(psf) Wind Criteria �z- O
Criteria (Pg,PfinPSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 30.00 WindStd: ASCE7-16 Ct:1.20 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 5.00 Speed: 130 mph Pf:25 2 Ce:1.0 VERT(LL): 0.934 P 766 240 Loc R+ I R- /Rh /Rw /L1 /RL
BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1253 P 571 180 S 4832 /- /- /1443 11516 /432
BCDL: 5.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.322 K - - K 4832 /- /- /1443 11516 /-
Des Ld: 40.00 EXP.C Kzt:NA HORZ(fL): 0.431 K Wind reactions based on MWFRS
Mean Height:20.00 ft S Br Wid=8.2 Min Re 4 0
NCBCLL: 10.00 TCDL:3.0 psf Building Code: Creep Factor:2.0 9 q= (Truss)
Soffit: 2.00 IBC 2018 Max TC CSI: 0.811 K Brg Wid=8.2 Min Req=4 0(Truss)
BCDL:3.0 psf
Bearings S&li are a rigid surface
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.956
Members not listed have forces less than 375#
Spacing:48.0" C&C Dist a:6.00 ft Rep Fac:No Max Web CSI: 0.660
Loc.from endwall:Any FT/RT/PT 2(0)/2(0)/2(0) Maximum Top Chord Forces Per Ply(Ibs)
Chords Tens Comp Chords Tens Comp
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 HS,WAVE VIEW Ver:24.OZ01 D.0602.19 i A-B 5918-12327 F-G 4800 -8916
Lumber Wind B-C 5765-11682 G-H 4775 -9062
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 4775-9062 1-1 5765-11682
T6 2x8 SP 2400f-2.OE; member design E-F 4800-8916 J-K 5918-12327
Bot chord:2x6 SP 2400f-2 OE;B2, Wind loading based on both gable and hip roof types.
B3 2x6 SP SS Dense;
Webs:2x4 SPF#1/#2;W2,W4,W5, Gable Studs Maximum Bot Chord Forces Per Ply(Ibs)
W7 2x4 SPF 2100f-1 8E; Chords Tens Comp Chords Tens. Comp.
Dashed pieces are not analyzed and are optional;and -
may be attached at each end to adjacent pieces and A-R 11489-5473 O-N 7196 -3243
Bracing members with connector plates,staples,nails,or other R-Q 9456-4500 N-M 9456 -4377
(a)Continuous lateral restraint,equally spaced on fasteners Q-P 9456-4500 M-L 9456 -4377
member Snow P-O 7196-3243 L-K 11489 -5395
Plating Notes Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(Ibs)
All plates are H0615(A2)except as noted. Webs Tens.Comp. Webs Tens, Comp.
(**)3 plate(s)require special positioning.Refer to B-R 918-1254 F-N 2510 -1200
scaled plate plot details for special positioning R-D 1943 -968 N-H 1349 -2236
requirements D-P 1349-2236 H-L 1943 -968
Purlins OF NEW P-F 2510-1200 L-J 918 -1254
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: ~P�Q 4. Hfp f,O��
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 3000
TC 24 30.00 6000
BC 59 015 5985 r 4 I
Apply purlins to any chords above or below fillers r ►
at 24"OC unless shown otherwise above
Loading 105603
Bottom chord checked for 10.00 psf non-concurrent
live load.
10/02/2025
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLYDING THE INSTALLERS
Trusses require extreme care in fabricatingg.hhandhn shrppin installing and bracing. Refer to and follow the latest edition of SCSI(Building
Component S fety Information.byy TPI anc7 SBCA)f��safely l actices prior to performing these functions. Installers shall provide temporary
bracing per BG2SI Unless noted otherwise,top chord shall Have properly attached structural sheathingand bottom choqrd shall have a properly
attachetl n id ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lteral restraint((CLR).installed.with
diagonal b acing installed on the CLR per BCSI sections B3,87,or B10.as applicable. Appply plates to each face oftruss and position as
shown abovq and Gn the Joint Details, unless noted otherwise. Refer to drawings 150A-Z for standard plate positions Refer to job's General ALPINE
Notes page or additional information.
Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANi-COMPANY
truss in conformanice with ANSI PI 1, or for handling, shipping,.installation.and bracing of trusses. A seal on this drawing or cover pa a 155 Harlem Ave
listing this drawingg indicates acceptance of professional en ineenng responsibm(tyv solelyTor the design shown The surtabiliCy and use of Phis
drawing for any structure is the responsibility of the BuildmgIN, er per ANSI/TP1 1 S0c.2. North Building,4th Floor
For more information see these web sites Alpine:al ineitw com:TPI t inst.or .SBCA sbcacom ents.com.ICC:iccsafe.org.AWC awc.orq Glenview,IL 60025
SEQN:329064 GABL Ply: 1 Job Number: 36638 Cust:R6697 JRef:tYdV66970013 T137
FROM: Qly: 2 /36638/Shirk Pole/McBumie DrwNo: 275 25 0929.50860
Page 2 of 2 Truss Label: 30A/Gab/60/412 / FK 10/02/2025
Additional Notes
Truss has been designed for vertical in-plane loads
only Any lateral/horizontal wind loads shall be
transferred into the roof and ceiling diaphragms.
Connection and design of these systems is the
responsibility of the Building Designer in accordance
with ANSI/TPI 1.
WARNING:Furnish a copy of this DWG to the
installation contractor.Special care must be taken
during handling,shipping and installation of trusses
See"WARNING'note below
In all cases where a Truss clear span is 60ft.
or greater,the Owner shall contract with any
Registered Design Professional for the design
of the Temporary Installation Restraint/Bracing
and the Permanent Individual Truss Member
Restraint and Diagonal Bracing.
�t13F NEW 1,
~14N1 Q' HE0fI�O•p�
CX
A- ,r� 4-rt•LL �,
`r 105603
I oro2no?s
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWIN +
"IMPORTANTr• FURNISH THIS DRAWING TO ALL CONTRACTORS INQL�IDIN�THE INSTALLERS
Trusses ren igre extreme care in fabricating,happoling shi�ping,installing and bracing.. ewer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBGA)for sa ety practices prior to performing These functions. Installers shall provide temporary
bracinv per BCSI.Unless noted otherwise,top chord shall have proper)v attached structural sheathing and bottom chord shall have a property
attached n id.ceiling Locations shown for anent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with
diagonal Racing installed on the CLR per BC51 sections 83,B7,or B10,as applicable. ALpply 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 A LPI N E
Notes page for additional information.
Alpine,a division of ITW Build ihc�Components Group Inc.shall not.be responsible for any deviation from this drawing,any,failure to build the
truss in conformance with AN�IlTPI 1, or for handling shipping.. nstallabon and bracing of trusses. A seal on this drawing or cover pa a 155 Harlem Ave
listing this drawing indicates acceptance of professio�ial en meenng responsobili solelygor the design shown.The suitability and use of this
drawing for any structure is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor
For more information see these web sites:Ad pine.al ineitw.com:TPI t inst.or :SBCA:sbeacomponents.com.ICC:iccsafe.o :AWC:awc.orp Glenview,IL 60025
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PAINTED RIDGECAP 6 NAILS 4 LIN
\2�" WEATHER TIGHT PER TRUSS ROOF
VENTEDOR 28 GA STRUCTURAL ROOF TRUSS TRUSSSEALTITEPAINTED SCREWS PAINTED STEEL 3-3 "X.120 2X4 ROOF
CLOSURE GALV. NAILS PURLIN WALL POST
I 2X4 GIRT OR PERLIN
STRIPS
\ J 24" ON CENTER A"X4" GRK
TRUSS STRUCTURAL ~
j--r 2X6 HEADE'
4-3 "X.120 NOTCHED:° �`SCREWS
1" WEATHER TIGHT GALV. NAILS pLICE INTO POST -!
2X4 ROOF�"
PERLIINS � PAINTED9" ON CENTERS
STRUCTURAL
POST OVERHEAD
ROOF RUSSES DOOR-
P GRK STRUCTURAL
12" RIDGE CAP METAL SIDING & ROOF PURLIN TRUSS SCREW TO POST
DETAIL ROOFING FASTENERS FASTENING DETAIL CARRIER FASTENER DETAIL
1O SCALE: 1 =
SCALE: 1/2" = 1'0" SCALE: 1/2" ' "- /2' 1'0" SCALE: 1/2" = 1'O"
28 GA. PAINTED STEEL
ROOFING INSTALLED W/
SCREWS & WASHERS
2X4 BOTTOM CHORD
PERMANENT LATERAL WALL POST
BRACING (SEE TRUSS 4-34" 2X4 WALL 6 NAILS 2X4 ROOF PERLIN
WG FOR SPACING) GALV. NAILS / GIRT PER TRUSS ROOF
2X6 SPF / TRUSS\
2X4 ROOF FACE BOARD Y
URLINS 24" OC. PAINTED
STEEL 6-34" pLICE
FASCIA GALV. NAILS ;�4 NAILS PER 28 GA
VENTED EACH SIDE
OFFIT \TRUSS
PANELS
PRE-ENGINEERED ROOF CARRIER
TRUSSES 48" OC. PANTED STEEL 2X6 TIE
3-2X12 MSR SYP TRUSS CARRIERS F&J TRIM SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK
FASTENING DETAIL FASTENER DETAIL
SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'O"
3 PLY 2X8 GLU-LAM
POSTS 8' OC. TYP.
2X4 SPF DIAGONAL BRACE
FROM RIDGEUNE TO BOTH EAVES
Awl
2X6 WIN[
TRUSS NOTCHED
#1 SYP TRUSS CARRIERS INTO POST
2X4 SPF SIDEWALL GIRTS 24" OC.
WALL BRACING REGUIREMENTS:
WALL BRACING 29 GA. STRUCTURAL STEEL
REQUIREMENTS: PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC.
28GA STRUCTURAL OF WALL PURLINS WITH SCREWS 11
STEEL SIDING
2X4 SPF WALL GIRTS 24" OC PANELS INSTALLED
WITH SCREWS
GRADE GRADE
BUDDING DESIGN NOTES AND DETAILS -� A4.8 CONCRETE. FLOOR (OPTIONAL)
FIBER REINFORCED 4000 PSI CONCRETI
A4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTI
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY A4.9 STRUCTURAL D I S I G
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP- S2
RISK CATEGORY I
A4.2 FOOTINGS EXPOSURE CATEGORY= C
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPR
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
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SO FT)=12,000
OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=304,000
A4,3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIC
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE HAS
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED 0-
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN,SNOW; 5 PSF TOP C
USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, _60 CCA MINIMUM AND A4.10 APPLICABLE B U I L D I �
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORD
A4.4 ROOF TRUSSES 2021 BUILDING CODE OF NEW YCRK S-
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, _
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN R E F LE R E N C_C
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS &
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN, THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & R
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BU
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS
GEORGIA PACIFIC ENGINEERED LUMBER
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND A4.12 WARRANTY NOTES
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY ST
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUF
FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR
TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOC
65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, N
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR
MINIMUM # OF 12D NAILS IN 11" STRUCTURAL TIMBER IS 1 PER "" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD
TRUSS CARRIER CONNECTION TO POST: 16"x4" GRK RSS STRUCTURAL SCREWS. SCREW STORAGE, CHAIN HOISTS, OPENINGS, 5
SHIRK POLE BUILDINGS LLC WILL NOT
VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI,
FROM (HOSE MODIFICATIONS LISTED Ai
PULLOUT-2644 LBS, HEAD PULL THROUGH-825 IRS, MIN. BENDING ANGLE-35' I NOT APPROVED BY A CERTIFIED ENGIN
AA -7 I c ICTAI ctnikt Ann I DnI�C1AtC WF:_ n �_Ai Ql-)Alr Alvi PnnAlrr cu F Ai i q iNlcTAi i �n
�61 HL-1 i3c, mot,c
FOR INTERNAL USE ONLY DEC 3 1 2025
SITE PLAN USE DETERMINATION SOUTHOLD TOWN
PLANNING BOARD
Initial Determination
in / CC Date Sent.
Date: _�c
Project Name: 95
Project Address:
Map - - - • Zoning District:
Suffolk County Tax M p No : 1000 - -�— �—
X
Request: 1�
o proposed use or uses should
(Note: Co of Building Permit Application and supporting documentation as t
be submitted.)
Initial Determination as to whether use is permitted:
Initial Determination as to whether site plan is required: ---
Signature of ilding Inspector
Planning Department (P.D.) Referral: /
Date of Comment: �
P.D. Date Received.
Comments:
Signature of Planning Dept, Staff Reviewer
Final Determination
Date:
Decision
Signature of Building Inspector
Dwyer, Tracey
From: McBurnie Tent Rental <mcburnietent@gmail.com>
Sent: Tuesday, December 30, 2025 1:10 PM
To: Dwyer, Tracey
Subject: Re: building application Pole barn
Hi Tracey,
The building will be used for dry/cold storage of tent inventory and ancillary equipment to protect the items
from the elements. The building will not be open to the public. There will be electricity for lighting and water
for cleaning. There will be ample room for parking. There will be a small bathroom for employees. We will
install a dry well or drainage to control roof runoff.
Yes, I can certainly get a letter from an architect/engineer.
Please let me know if you have any other questions.
Happy New Year!
Thanks,
Devon
On Wed, Dec 17, 2025 at 2:14 PM Dwyer,Tracey<tracey.dwyer@town.southold.nv.us>wrote:
Good Afternoon,
The proposed pole barn at 22845 will require site plan approval from planning. However, before I can send planning a
site plan use determination, I will need you to send me a description via this email as to what the intended use of the
structure will be.
Additionally at some point I will also need an architect/engineers letter stating that the structure can sustain a 20 Ibs
snow load.
Tracey Dwyer
Building Permits Examiner
Town of Southold
(631) 765-1802
Fcp� C
=o.95u' K owl TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
���o• �a� Telephone(631) 765-1802 Fax (631) 765-9502 https://wwxv.southoldtownnv.izov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
r
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
Owner's Authorization form(Page 2)shall be completed.
Date:October 20, 2025
OWNER(S)OF PROPERTY:
Name:22845 County Road LLC SCTM#1000-84.-1-25.3
Project Address:22845 County Road 48, Cutchogue NY 11935
Phone#:631 353 1910 Email:mcburnietent@gmail.com
Mailing Address:PO Box 767, Cutchogue NY 11935
CONTACT PERSON:
Name:Shawn McBurnie
Mailing Address:PO Box 767, Cutchogue NY 11935
Phone#:631 353 1910 Email:mcburnietent@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:n/a
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:Shirk Pole Buildings
Mailing Address:807 Reading Road, East Earl, PA 17519
Phone#:717 445 6888 Email:hubbardconst@optonline.net
DESCRIPTION OF PROPOSED CONSTRUCTION
■New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $250,000
Will the lot be re-graded? ❑Yes ■No Will excess fill be removed from premises? ❑Yes ■No
1
PROPERTY INFORMATION
Existing use of property:dry Storage Intended use of property:dry Storage
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
Agricultural this property? ❑Yes ■No IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm 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(print name):Shawn MCBurnie ❑Authorized Agent ■Owner
Signature of Applicant:/ Date: p I -Q4f A0 a5
L_
STATE OF NEW YORK)
SS:
COUNTY OF kk )
-%) k)YN NIC Y _ being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the )W W
(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 AL-
day -Q of l� . 1 d p� 20 a5
.i111all lopping Notary Public
Notary Public,State of New York
No.01T06360950
Qualified in Suffolk Count �R��� �' Uf�1tR AUTHORIZA�'QN
Commission Expires 06/26/210
(Where the applicant is not the owner)
1, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2