HomeMy WebLinkAboutengineering 'd lra
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DiI)ditiTTt'iT(( f lal3S?tlt'S$ FLA Man Lfactured Building Provm ra
&Pro ���Ze�,tli�rClrJil ccDl f3EsirSsoneR�ae
Tallahassee.,F�rida 3235'?-u772
Phone:&6Q-4F7.182<•Fax 850.414.8436
Halsey Beshears, Secretary
Ron DeSands, Govemor.,
Steve Perry
February 09, 2021 File C®PY
WeatherKing -FL
1221 SW Eaculyptus Ave RECEIVED
.Arcadia, FL 34266
RE: Manufacturer Certification, ID MAF-9749; Expiration Date: February 04, 2024 MAR 2 3' 2022
St., County
Dear Steve Perry Permitting
It is my pleasure to.inform you that WeatherKing -FL, located.at 1221 SW Eacalyptus Ave,
Arcadia, FL 34266, has been approved under the Manufactured Buildings Program, as provided
for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds for installation in
Florida.
Construction or modification on a manufactured building cannot begin until the-Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans.
review and inspections.
Each Code.change will make your plans obsolete until they have been reviewed, approved and
indicated (on the cover page of the plans] for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website.All site-related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date.You will receive,a renewal notice by
Email generated by the BCIS(www.floridabuildinci.org) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX'at 850-414-8436.
Please visit-our website at www.fioridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
,I
Sincerely,
Robert Lorenzo
Manufactured Buildings Program:
cc:National Design and Inspection, Inc.
i
File Copy
GENERAL NOTES:
1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS,
SUBMITTED SEPARATELY.
2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE.
3.WIND LOADS ARE BASED ON THE FOLLOWING!
ULTIMATE DESIGN WIND SPEEDS:2020 FBC FIGURE 1609.3(4)
Vult=120 MPH
V. =140 MPH
VuIt=160 MPH '-• •- • j I
RISK CATEGORY I '--""'—^ r✓," '�-^-t
EXPOSURE CATEGORY _LJ�y
INTERNAL PRESSURE COEFFICIENT: GCpi=z0.18
4.THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING. j -,-�, •+••-^ -`-
LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER.REFER TO ANCHOR SCHEDULE FOR
ADDITIONAL ANCHORS THAT MAY BE REQUIRED.ANYADDITIONAL ANCHORS BETWEEN THE CORNERS
SHALL BE SPACED EQUALLY. i A�
5.WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR
DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE.IT IS THE
PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
THE STRUCTURE.
6.TIE-DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER.
WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING.
7.THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE
INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING.GROUND ANCHORS
SHALL BE RATED FOR SOIL CLASSIFICATION 4a.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED.
B.GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER.
SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALLUVIAL FILL.
BLOW COUNT,PER ASTM D1586,OF 18 TO 23,AND A READING ON A TORQUE PROBE OF 276 TO
350 INCH POUNDS.THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES.
WEATHER KING
P.O.BOX 108
PARIS,TN 38242
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
* No.77209••;* PROJECT NO:
E * ? SHEETNUMBER
STATE • .,�I, o^TE 1121121 /�►
„- DRAWN BY: `�O��D
O�„d` Weather Kin KLN J Ifl,lr
® CHECKED BY:
� ONAL
���°Ojpjpj°°°° PORTABLE BUILDINGS REVISIOY SCALE NONE
SCHEDULES FOR GROUND ANCHORS W/STRAPS
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
SLOG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 12'-0' 14'-0' 1B.' 181' 2C.- 22-0' 24'-0' 26'-0- 28'-0• 30'-0' 32'-0'
-0'8' 2 2 3 3 3 4
10'-0" 2 2 2 3 3 3 3 4 4 4 4
11'-2' - 2 2 3 3 3 3 3 3 3 3 4
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0- 12'-0- 14'-0- 16'-0- 18'-0" 201' 22'-0' 24'-0' 26'-0' 28'-0' 30'-0' 32'41'
B'-0' 3 3 4 4 4 5
10'-0' 3 3 3 3 4 4 4 1 4 5 5 5
11'-2' 2 3 3 4 4 4 1 4 5 1 5 5 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 1.- 14'-0' 16'-0' 18'-0' 20'-0- 22'-0- 24'-0' 26'-0' 28'-0• 30'-0• 32'-0'
8'-0' 4 4 5 5 5 5
10'-0' 4 4 4 4 5 5 5 6 6 7 7
4 4 4 5 5 5 5 6 6 7 7
....II...,,,""" MASTER ANCHORING PLANS--FLORIDA--FBC 2020
a°��t'.•v�GENs�..•2��•
�.k? N0.77209 •;*! PROJECT NO:
* e SHEETNUMBER
DATE: 09-20-2021
STATE 1
z 0'n••�<OR10P,: �` ® DRAWN BY: KLN S_1.o_AP
S7pNA....� W e a t h e r King CHECKED BY: KLN
����nIIIR�. PORTABLE BUILDINGS REVISION: SCALE:
SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0'1 12'-0' 14'-0' 16'-0- 18'-0' 20'-0' 27-0' 24'-0- 26'-0- 28'-0' 30'-0' 32'-0-
8'-0' 2 3 3 4 4 5
101-0' 2 3 3 3 -0 4 5 5 1 5 6 6
11'-2' 2 3 3 3 1 3 3 I 4 4 4 1 4 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 12'-0' 14'-0' 16-0' 19-0' 20'-0' 27-0- 24'-0' 21'-0' 28'4' 30'-0- 0-
6'-0' 4 4 5 5 6 6-0'10' 3 4 4 4 5 5 6 I 6 6 7 7
3 4 4 5 5 5 5 I 6 6 7 7
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 12'-0' 14'-0' 16'-0' 18 20'-0' 22'-0' 24'-0' 26'•0° 28'-0' 30'-0' 32'-0'
5 0 6 6'-0' 7
10'-0' 4 5 5 5 16 6 7 71 8 9 9
11'-2' 4_1 5 1 5 1 6 1 6 1 7 1 7 1 8 8 8 9
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
*; No.77209 *'% PROJECT NO:
* SHEET NUMBER
STATE //�yy� DATE: 0&20-2021 ���,1�AP
O'��S<oR`oPC Weather King
■ DRA4VN BY:DB KLN
KLN I
g® CNECNED BY:
�q 7�NA4��p``,`,•
PORTABLE BUILDINGS REVISION: SCALE:
I
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION.PLACE W/GRAIN RUNNING 20 GA.x 1Yo'WIDE GALVANIZED
J�VERTICALLY.ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO /J W/(6)10d NAILS MIN. ATTACH TO ANCHOR W(SLOTTED
RIM BOARD W/;z 0 BOLT
PER MANUF-SPECS.
BOLT W/WASHER
(GALV.)
N I, Ll
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
FINISH FINISH OUTSIDE J
GRADE GRADE SKID(TYP)
1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/STRAP DETAIL
OUTSIDE
20 GA x l%4 WIDE GALVANIZED SKID(TYP)
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR Wl SLOTTED RECOMMENDED GROUND
BOLT PER MANUF.SPECS. 0 z ANCHOR SCHEDULE
CONCRETE SLAB E chi a --
TIE DOWN ANCHOR. FINISH o O 9 SOIL
REFER TO SCHEDULE 1r GRADE W w CLASS ANCHOR DESCRIPTION
FOR SPACING(TYP) t a� %"O ROD x 48"LONG W(1)6'HELIX<"0 ROD.48'LONG w/(1)6"HELIX
I 4. %"0 ROD x 48"LONG w/(2)4"HELIX
EYEANCHOR-%e"O RODx 48'LONG w/(1)6'HELIX
EYE ANCHOR-:"0 ROD x 48'LONG w!1 6•HELIX
NOTE:REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
iDESCRIPTION.
ATTACH ANCHOR TO CONCRETE SLAB ON / `���---
CONCRETE W/%'DIA. j GRADE BY OTHERS.
EXPANSION BOLT WI 4"MIN
3-EMBEDMENT(TYP) -
3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
*; NO.77209••;* PROJECT NO:
* 5 SHEETNUMBER
%gyp'•,. STATE pp DATE: 09-20-2021DRNVN '//�/ QP
'''qO �,<OR O�P,1•� IVXTABLEeather Kig® CHECK D KLNS—i�O_/11CHECKED BY: KLN V �.........�����" BUILDINGS REVISION: SCALE.I-1-O
PROVIDE 21
TRTD BLOCKING AT BOLT
LOCATION.PLACE W/GRAIN RUNNING 20 GA.x 1Ys'WIDE GALVANIZED
VERTICALLY,ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH TO ANCHOR W/SLOTTED
RIM BOARD W/;z 0 OUTSIDE BOLT PER MANUF.SPECS. FINISH
BOLT WI WASHER SKID(TYP) GRADE
(GALV.)
FINISH
44�` �L/j GRADE
REFER TO SCHEDULE ry -= •_ REFER TO SCHEDULE
FOR ANCHOR INFO.-\ _t I
FOR ANCHOR INFO. (. •°i j.
OPTIONAL 16"x16'x4'SOLID MASONRY OF,
16'x16°x4'SOLID MASONRY
BLOCK PAD.REFER TO SCHEDULE BLOCK PAD.REFER TO SCHEDULE
FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING.(fYP)
1-BOLTED EYE ANCHOR DETAIL W/OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/STRAP DETAIL W/OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
BLDG NUMBER OF PADS BENEATH EACH SKID
WIDTH 10'-0° 12'-0' 14'-0" 16'-0' 16-0' 20'-0' 22'-0° 24'-0' 26-0' 28'-0" 30'-0" 32'-0'
8'-0' 2 3 3 3
10'-0" 2 2 2 3 3 3
1V-2' 3 3 3 3 3 3 3 3 4
NOTES: 1.BLOCK PADS ARE OPTIONAL,
2.BLOCK SIZES SHOWN ARE NOMINAL.PADS MAY CONSIST OF
EITHER A SINGLE 16x16 BLOCK OR(2)16x8 BLOCKS.
3.BLOCK PADS SHALL BE PLACED WITHIN 12INCHES OF EACH
BUILDING CORNER.ADDITIONAL PADS,AS REQUIRED,SHALL
BE SPACED EQUALLY.
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
JYN�•No
* No.77209
•p * _ PROJECT No: SHEET NUMBER
p•:, STATE DATE: 0&20-2021 �_�,�_��
S`oR OP,. li�XTABLEeather KfnCHECKE Y: KLN�� �® CHECKED BY:BUILDINGS REVISION. SCALE:1"1'-0
GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS:
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED 1.RISK CATEGORY I THE FOLLOWING ITEMS MAY BE SUPPLIED AND
THE 2020 FLORIDA BUILDING CODE(FBC). SYP 02,OR BETTER. INSTALLED BY OTHERS.THESE ITEMS MAY BE
2.LIVE LOADS: SUBJECT TO LOCAL JURISDICTION APPROVAL.
2,ALL MATERIALS AND CONSTRUCTION SHALL BE IN 13.ALL UN-TREATED WOOD FRAMING IS TO BE TO BE FLOOR:40 PSF WEATHER KING PORTABLE BUILDINGS IS NOT
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF SPF#2 OR BETTER,UNLESS NOTED OTHERWISE. ROOF:20 PSF RESPONSIBLE FOR THESE ITEMS.
MANUFACTURE.
14.WOOD FRAMING SHALL COMPLY WITH THE ANSI/AWC 3.DEAD LOADS: 1.THE FOUNDATION AND TIE-DOWN SYSTEM
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 'NATIONAL DESIGN SPECIFICATION(NDS)FOR WOOD FLOOR:4 PSF
CONSTRUCTION',2018. ROOF:S PSF 2.RAMPS,STAIRS,AND GENERAL ACCESS
4.STRUCTURES ARE CLASSIFIED AS'MINOR STORAGE WALLS:3 PSF
FACILITIES-(RISK CATEGORY 1)PER TABLE 1604.5 AND 15.ALL FLOOR DECKING IS TO BE%TREATED PLYWOOD 3.ELECTRICAL SERVICE HOOKUP
SHOULD NOT BE USED FOR HUMAN HABITATION. OR pie'PERFORMAX 500 FLOOR SHEATHING.FLOORING 4.WIND LOADS ARE BASED ON THE FOLLOWING:
CLOSER THAN IS INCHES TO EXPOSED GROUND SHALL Vult=160 MPH (2020 FBC FIGURE 1609.3(4))
5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED VaW=124 MPH
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I WOOD IN ACCORDANCE WITH 2304.12.1.1. RISK CATEGORY I
STRUCTURES PER FIGURE 1609.3(4)OF THE 2020 FBC. EXPOSURE CATEGORY C
16.ALL SKIDS ARE TO BE 46 PRESSURE TREATED, INTERNAL PRESSURE COEFFICIENT:
6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING RATED FOR GROUND CONTACT. GCPI=x0.18
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING COMPONENTS&CLADDING: m ,�
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. 17.REFER TO THE SUPPLIED FASTENING SCHEDULE FOR EFFECTIVE WIND AREA,Ae=10 FT'
FASTENING BASED ON CONNECTION AND LOCATION OF ROOF-ZONE 1=19.3.-30.6 PSF \{ _
7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT MEMBERS AS PER THE 2020 FLORIDA BUILDING CODE ROOF-ZONE 2=19.3,-53.3 PSF � Lro
IN FLOOD HAZARD AREAS. TABLE 2304.10.1.UNLESS NOTED OTHERWISE. ROOF-ZONE 3=19.3,-78.9 PSF •
WALL-ZONE 4=33.5,-36.3 PSF »�'" _�
8.IN ACCORDANCE WITH FBC 1609.1.2,STORAGE SHEDS NOT 18.ALL EXTERIOR NAILS ARE TO BE ZINC COATED. WALL-ZONE 5=33.5,44.8 PSF 1_
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA A.
OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY 19.STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT EFFECTIVE WIND AREA,Ae=20 FT'WITH THE THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS SHINGLES CONFORMING TO ASTM D3161(CLASS F) ROOF-ZONE 1=17.6,-29.8 PSF _c.
.
OF THE 2020 FBC. OR ASTM D7158(CLASS H)OR 29 GA METAL ROOF PANELS. ROOF-ZONE 2=116,49.0 PSF
O 7.RO 6-73.7 --• _--
PSF
9.IN ACCORDANCE WITH FBC 1010.1.1,BUILDINGS THAT ARE 400 20.SECTIONS AND DETAILS SHOWN ARE INTENDED TO BE WALL-ZONE 4=32.0,-34.8 PSF --- - _-
SOU ARE FEET OR LESS THAT ARE INTENDED FOR USE IN TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, WALL-ZONE 5=32.0,-41.8 PSF
CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES UNLESS NOTED OTHERWISE. •�••-•.
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH NOTE:C&C WIND PRESSURES SHOWN MAY BE -
REQUIREMENTS OF THE 2020 FBC. 21.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO REDUCED FOR LARGER AREAS AS ALLOWED '
TO RESIST WIND LOADS.ANCHORING OF THE BUILDING IS BY CODE. ,•.nn•�
10,ALL ROOF DECKING IS TO BE TT/s OSB,15/'PLYWOOD, SUBJECT TO LOCAL JURISDICTION APPROVAL
Y:'PLYWOOD.OR EQUIVALENT.FASTEN ROOF SHEATHING TO 5.CONSTRUCTION TYPE:V-8
ROOF FRAMING WITH 21¢RING SHANK NAILS SPACED AT 22.BUILDINGS HAVE NOT BEEN DESIGNED FOR HVHZ
6-MAX,UNLESS NOTED OTHERWISE ON SHEET S-1.5. REQUIREMENTS AS SET FORTH IN THE 2020 FBC. 6.OCCUPANCY GROUP U WEATHER KING
11.ALL SIDING IS TO BE TREATED T7-11.LP SMARTSIDE 1--
PANEL,OR 29 GA.METAL SIDING.
P.O.BOX I(f
PARIS,TN 38242
............
--FLORIDA--WIND=160 MPH--FBC 2020 UTILITY BUILDING
°J�N�•No
*f N0.772.09••;* PROJECT NO:
•'Qpe * i 2 SHEET NUMBER
y O•••• STATE
A E /(?/� �.qr jam." `Y ��yy DATE: 09-28-2021 '/`%% R
'�'1`�•'S�ORVOP,••,S'�.� Weather �'g DRAWN BY: KKLN
LN V_0_�Y
70NA1-�„`� ® CHECKED BY:
'��401111pp��" PORTABLE BUILDINGS REVISION: SCALE:NONE
FASTENING SCHEDULE
DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
ROOF FRAMING WALL FRAMING(CONT.)
3.8000'N.1gi 12n'a D.IJI') 8-IEa CdAMCN 1>' a0.1EY) EACN SmE OF ENO JOINT.FACE NA4
1.BLOCKING HETW£ENCEILJNGJg OR RAFTERSTO 3-IpO BOXITx0.26"1 EACN END,TOENAIL TOa MTE TO PIATE.AT END JOINIS 12'tOG 28'1 IM�NIMUM2<•IAP SPLICE LENGM
TOP PLATE OR OIHER FRg1AWG, 3-Tx0.13t•NAILS 12-T a0.131'NAILS EALN5 OFENDJOINT)
3.3'1 d GAGE STAPLES.AI'CROWN 12.3.13 GAGE STARES,SSe CROWN -
2-.SO"ON R16'a G131} f60 LOILMON R5'x0.16T1 16'O.C.FACE NNL
2-3'x0.131•NABS E]CII END TOEYAR TO Jdci.ftIMJ01ST,BANDJOIST.OR
2.BLOCIBNG 6EM£EN R TERSN rTHE WALL Top 2-1I1 GAGE STAPLES BLOCIONC MOT AT BRACED\VALLPAtJELS) d6.111�NAiL4'3�1
RIM TO RAF cR. IS O.C.FACE NAIL
3.3 LO13K-•0.16YI 3'1d GAGE STARES,rie'LRO\YN
]-3-x0.1]t"31-NNLS ENO NUL
3.3'b GAGE STARES 2•tba COMhICN Rk'a O.16Y1
CUWRTIETORA-"TER REFERENCESHEET-AANf1S2G BOTTOM RATE TO JgST.RIM JOIST,S41'LDJOIST.OR J-I6tl BOX Ri"x0.135] 18'QC.FACE NNL
BLOCKING KT BPACEDLVALL PANELSI
�-;'ld GAGE STARES.$y CROl4N
3-100 COMA'AN(J x0.169')
-16tl80 S.1 17 d-66 LD6u]:w R�xn.n17
TFA OR ROOF TRUSSTOTDP MTE A-100 B09 28 3 N�RAF 70ENAM1 d-10d BOX 0."a 0.120.1 TCENNL
d-3-x0.131'NAAS
A-Y 1d GAGE STMlES,Ae CROWN 4-3'I4 GALE$TAR /n CROWN
STUD TO TOP OR BOTTCAI PLATE
3-80 COMMM 121:'a 0.131') 2-1GS LddMON I3'y"•O.I6YI
CEIWJG J06TG TO TOP RATE ]-fOU BOY(.0 a0.f28'1 EgLH JgST.TOENAI- IOd BOXR•x0.1167 END WIL
3-y'a0.1;I•NAILS 3"x0.tJ1•NARS
G.
3'fd G.W^£STAFM1ES.%fa""CROWN ]•J'14 GAGE STAPIES.'/.e CRO\YN
WALL FRAMING 2-1fi0 CCAtMCN(3Y."Sm6YI
TOP PLATES IMSAT CORNERS aNp INTERSECD0.N5 3-IOtl 80%(JNAlLS 81 FACE NA6
3-3•x0.13I'NAILG
IEa COMMONRS"x0.16Y) 2d•O.C.FACE NAR
J-;'Id GAGE STP➢LES,TM CF.LWVN
-TOSTUD(NOTATBRACEDWALLPAN ) l0d BO%1T•D.1287
G•xD.131•Nn,LB + D.G.FACENAL FLOOR FRAMING
8-]'.CAGE_.S
180CCMMON(3F7a0.162') 16.O.C.FACENA 3-BE COM1IMCN(23.•8G.131')
3.10tl BO%R'x 0.1281
JOIST.- y.3-x0GkG S TCENAR
STUD10 ERS(DARACCO GT-CI.STERSELTWG 16a BO%RK•a 0.1]SJ 1Y O.C.FACE N]R J-3'tA GAGE STgRES.:ie'CRO'.YN
WALL LdW[RS UT BRALCD WALL PANELS)
3"x 0.131'NA05 fY O.C.FALENAIL 101 BO%13"x 0.12B')
3-T td GAGE srMLEA:Ie'LRowN ]'x013t•NAhS 2d•D.L.TALE NAIL qT TOP ANO DDTTDM
3•Id GAGEST+RES,u•CROWN STAGGERED ON OPPOSRE SIDES
-BE COMM1IgI 121y'x 0.131')
CONTINUOUS HEADER TOGTUD d d-OLBOX(Ya0.20.1 TOENAL BUILT-EAMS ANp;
3•fOi BO%(3'a 0.1281 qT f:ALH SPLICE.FACE NNL
166 CG.16tON t3S'a0.16Y1 16.O.C.FACE NAO ]-]'n0.131'NA115 AND
]-J'13 GAGE STgRES.fe CFD\\N
TOP RATE TO TOP RATE 10080%1-+x0.1381
]"•0.131'NAILS 1Y O.C.FACE NqR 1-1 COMMON R5'x Oldtl
3'1x GAGESTAPLES V.0 CROWN
W 4-1 SO
X IJ'a 0.128'1
JOIST TO BAND JOIST OR RI.I JOIST 4-3'10.131-NNLS ENO NNL
1 d GAGE STARES.'rie'CRO\vN
IVA Pi
131111TFJ,,,""" UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2020
d�.j�.v�CENs�'�:••L�•.
* No.77Z09
PROJECTNO: SHEET NUMBER
A .
STATE _ Tz�rs DATE: 09-28-2021 �_OE�_KLN
UB
OS<OR\O?.•� � Weather King DRAwN BY:CHECKED BY:
oA�ONAL�Aa`,•
"F 111L1^"M1 PORTABLE BUILDINGS REv 51oN: SCALE:NONE
FASTENING SCHEDULE (CONT.)
DESCRIPTION OF BUILDING ELEMENT I NUMBER AND TYPE OF FASTENER I SPACING AND LOCATION
SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING'
EDGES INTERMEDIATE SUPPORTS
(INCHES) (INCHES)
ga coM1wDNDR DEED .Lr Ao.11Y1 LSUBFLOOR
AND WPIL) 6 I]
BE COM1iMON Op DEFORMED(�'A O.1JI�OLOOF) 6
L.'h11Y Nnh ISUdFLOOR AND WALL)
15'TO V
IG OAGE STAPLE Fe'CROWN B
LSUBROxi AND WALL) <
21e-•0.11J'RING SMnNH NAIL(ROOFI
:•18GAGE STAPLE'ne--CROWN(ROOF)
SD
Off•
fib COMMON 12
OMMO12 T1hLL1-) ISUBFLOORAND WAll) 6 13
11J'RING SHANK NAIL 012
EXTERIOR WALL SIDING
Y.5'n g.t13'RING SHNM NNL 61SIDEWALL) B
i•CRICE PRECISION PANFl OR
L.'TREEATED TATED Tt-lt GIDwG
?�-•8.11T RING gHANH NnIL JfEND WnLL) g
.NADS SPACED AT B NGIIESAT IMERME LATE SUPPORTS WHERE SWwSARE Q NO IESOR MC—NAILS FOR WALLSIIEABIIND ARE PEFJ.IRTED TO DECOMMON.DO%.OR CASNG.
b.WHEREEARAFTERISFASTENEDTOMAOJACEN PARlLLLELCEILINGMGTINACCORDANCEWITHTHISSCHEDULEANOTHECEILING JOIST B FASTENED TOTHETOPPLATEIN
ACCORDANCE WRHTHLR SCHEDULE.THE NUMBER OF TOENAB S NTHE METER SHALL BE PERMNTED TO BE REDUCED BY ONE NAIL
J`N LIFNo` UTILITY BUILDING
MPH--FBC 2020
*? No.77209 *% PROJECT No:
c * F SHEETNUMBER
% 1';, STATE DATE: 09-28-2021 //�� //�� I IRR
..<` OF P. •` DRAWN BY: S_O�•1_VI./
Weather ��g� KLN LL p SONAL CHECKED BY:
AAA°p1p11L" PORTABLE BUILDINGS REVISION: SCALE:NONE
32'-0'MAX LENGTH(11'-2-WIDE)
30'-0-MAX LENGTH(10'•0-WIDE)
20'-0-MAX LENGTH(8'-0'WIDE)
i
o�
I I I I I I I I I OUTSIDE 4x6
TRTD SKID
(REQO FOR 11'-2 WIDE
F 1 BUILDINGS ONLY)
x N INSIDE 4xfi TRTD SKID
OUTSIDE 4x6 TRTD SKID
BUILD NGS ONLY)WIDE
TREATED RIM JOIST
CONT.2x4 TREATED FLOOR JOISTS @ 16-O.C.MAX(8'WIDE) (TYR)
CONT.2x6 TREATED FLOOR JOISTS @ 16'O.C.MAX(10'&11'-2-WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
TYPICAL FLOOR FRAMING PLAN
UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
c°�GrJ�cE S�Cg2%
*?•No.77ZO9 *'% PROJECT NO:
c * F SHEET NUMBER
STATE ■M■` ■/� DATE: 09-28-2021 1 I jIR
30��•.,�OR I
Weather K1 DRAWN BY: KKLN
LN S_1.0_YY
CHECKED BY:
PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
I
32'-0-MAX LENGTH(11'-2-WIDE)
30'-0-MAX LENGTH(10'-0'WIDE)
4'-0"OR 6`0'
a PORCH 2.4 STUD WALL TREATED RIM JOIST
o ABOVE /'-(TYP)
I
3
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11'-2'WIDE
BUILDINGS ONLY)
I
INSIDE 46 TRTD SKID
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11'-2'WIDE
SPAN OF TRTD I I BUILDINGS ONLY)
PORCH DECKING
4x6 TRTD POST CONT..4 TREATED FLOOR JOISTS @ 16-O.C.MAX.(8'WIDE)
ABOVE(TYP) CONT.2x6 TREATED FLOOR JOISTS @ 16'O.C.MAX(10'811'-2'WIDE)
1 (SPLICED JOISTS ARE NOT PERMITTED)
5-3.2
TYP
UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL)
UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
d�,F�Jv CE S 2%
* No.77209 1,
PROJECT NO:
SHEET NUMBER
STATE DATE: 09-28-2021 ,/`�, 1111 IIIIRR
'�` ,OOR1�P.•,,; {{YY Weather KI�® DRA'NN BY: KKLN LN S_1�1_VY
,'',
NAL. ' CHECKED BY:
PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
32'-0'MAX LENGTH(11'-2-WIDE)
30'-0'MAX LENGTH(10'-0-WIDE)
a { TREATED RIM,JOIST
4 ! (TYP)
I
i
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 11'-2'WIDE
i BUILDINGS ONLY)
I
y INSIDE 4x6 TRTD SKID
O
OUTSIDE 4.6 TRTD SKID
(REQ'D FOR 11'-2-WIDE
K BUILDINGS ONLY)
3 I a
S32
OPP
z i
2.STUD WALL
4x6 TRTD POST, 1 2 ABOVE(TYP) CONT.2.TREATED FLOOR JOISTS @ 16'O.C.MAX(S'WIDE)
ABOVE(TYP) S32 2 COM.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'&t1'-2'WIDE)
SPAN OF TRTD (SPLICED JOISTS ARE NOT PERMITTED).
12'-0'MAX PORCH j PORCH DECKING
SIDE UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL)
`.�No,
° --FLORIDA--WIND=160 MPH--FBC 2020 UTILITY BUILDING
•``(�.v��ENs 2�•
*?" No.TT209 * PROJECT NO:
SHEET NUMBER
STATE �qy t■ ■,^s uhladDATE 09-28-2021 S-12—UB
q. : Weather
Kin DRAWN BY: KLN
D
CHECKED BY: KLN
•q TONAL�;.•�`',,`
PORTABLE BUILDINGS
REVISION: SCALE:NOT TO SCALE
I
32'-0"MAX LENGTH
2x4 STUD WALL
y
4 ABOVE(TYP)
3 II
53.2 OUTSIDE 4x6 TRTD SKID
4 INSIDE 4x6 TRTD SKID
y` OUTSIDE 4x6 TRTD SKID
SPAN OF TRTD
PORCH DECKING
4x6 T RTO POST TREATED RIM JOIST ABOVE(TYP) \ 2 (TYP) CONT.2x6 TREATED FLOOR JOISTS @ 16'O.C.MAX.
S32 53.2 (SPLICED JOISTS ARE NOT PERMITTED)
I
12'-B"
DELUXE UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL)
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2020
*; No.77209 •;* PROJECT NO.
* m T DATE: D8 26 2021 SHEET NUMBER
STATE
o.� of KLN S-1.3-UB
.... .. Weather King CHECKED
KLN
-------�$�N��, ® CHECKED BY:
y, PO•
PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
32'-0'MAX LENGTH
i
o�
OUTSIDE 4x6 TRTO SKID
q INSIDE 4x6 I.T.SKID
OUTSIDE 46 TRTD SKID
TREATED RIM JOIST
(TY'P)
CONT.2x6 TREATED FLOOR JOISTS @ 12'O.C.
(SPLICED JOISTS ARE NOT PERMITTED)
UTILITY w/ROLL-UP DOOR FLOOR FRAMING PLAN(OPTIONAL)
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2020
*j No.77ZO9
* - PROJECT No: SHEET NUMBER
STATE DATE: 09-28-2021 �_�,�_�B
i ••• ORIO 47
` DRNVN BY: KLN
Weather King® ..ECKEDBY: KLN
PORTABLE BUILDINGS REVISION: SCALE.NOT TO SCALE
i
32'-0-MAX LENGTH(11'-2-WIDE)
30'-0-MAX LENGTH(10'-0'WIDE)
20'-0'MAX LENGTH(8'-0'WIDE)
1N
O
21 v
r! m
❑I
31
RIDGE
FASTEN ROOF SHEATHING TO
FRAMING AT 6 INCHES O.C.AT
1 rn EDGES AND IN THE FIELD,UNO.
O Ir REFER TO FASTENING SCHEDULE
m / FOR ADDITIONAL INFORMATION.
VARIES '-0"
ROOF TRUSSES.REFER /
TO SHEETS 5-2.4 AND 5-2.5 FASTEN ROOF SHEATHING TO / RIDGE /
FRAMING AT 4 INCHES O.C.AT
EDGES AND IN THE FIELD WITHIN J
THE END STRIP AT EACH ENDWALL. /
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION.
ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM
`���sF UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2020
* No.77209 * PROJECT NO:
* E SHEETNUMBER
STATE DATE: 09-112121 ,/`�' 1 II
f.OR1... Weather Ki ■ ■® CHECKE S KLN V-1.54
� ■y� CHECHE08Y:
PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
REFER TO NOTE 10 ON ASTM D3161 CLASS F OR REFER TO NOTE 10 ON ASTM D3161 CLASS F OR
SHE
S-0 FOR ROOF SHEATHING ASTM D7158 CLASS H SHEET S-0 FOR ROOF SHEATHING ASTM D7158 CLASS H
ASPHALT SHINGLES OR ASPHALT SHINGLES OR
29-GAGE METAL ROOFING %ROOF TRUSS.REFER TO 29-GAGE METAL ROOFING
ROOF TRUSS.REFER TO /
SHEETS 5-2.4 AND S-2.5 SHEETS 5-2.4 AND 5-2.5
PROVIDE CONT.METAL PROVIDE CONT.METAL
_DRIP EDGE AT EAVES _DRIP EDGE A7 EAVES
AND GABLE ENDS. AND GABLE ENDS.
REF.DETAIL 3/53.0(7YP) REF.DETAIL 3iS-3.0(TYP)
2x4 STUDS Q 16'O.C. 2x4 STUDS Q 16.O.C.
(2)2x4 PROVIDE DOUBLE 2 2.4 PROVIDE DOUBLE
%Tt-11 SIDING, TOP PLATE STUDS AT WALL SIDING ;4 se T7-11 SIDING, TOP PLATE �STUDS AT WALL SIDING
t• '/e'LP SMAR7SIDE VERTICAL SEAMS ?'e LP SMARTSIDE VERTICAL SEAMS
o PRECISION SERIES K PRECISION SERIES
190 S 29 G
IDING.OR 190 SIDING,OR
29 GAMETAL SIDING "' A METAL SIDING
(REF NOTES) '%e TREATED PLYWOOD OR (REF NOTES) %"TREATED PLYWOOD OR
PERFORMAX 500 FLOOR PERFORMAX 600 FLOOR
�^DECKING. DECKING.
JIk`
(2)06 TRTD SKID- i Sd' S.-4.
2x4 TRTD FLOOR JOISTS 2.6 TRTD FLOOR JOISTS
B'-0' Q 16'O.C.MAX
(2)46 TRTD SKID ip•-p• I Q 16-O.C.MAX
y
8'WIDE 10'WIDE
NOTES FOR METAL WALUROOF PANELS:
1)METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY
SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 1 ON
SHEET S3.3 AND DETAIL 1 ON SHEET S-3.4.
2)METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE WITH
DETAILS 2 AND 3 ON SHEET S3.3.
3)METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3
NOTE:REFER TO FASTENING SCHEDULE ON SHEETS S-0.1&S-02 4)METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH DETAIL 1 ON SHEET 5-3.3
BUILDING SECTIONS
UTILITY BUILDINGFLORIDA--WIND=160 MPH--FBC 2020
No
--
No.77209
PROJECT NO:
SHEET NUMBER
STATE 09-28-2021
O• O F . .�. DRAWN Y:
�o 0o' Weather King® B KLN S-2"0-UB
CHECKED BY:
°°" PORTABLE BUILDINGS REVISION: SCALE:NOTTOSCALE
REFER TO NOTE 10 ON ASTM D3161 CLASS F OR
SHEET S-0 FOR ROOF SHEATHING ASTM D7158 CLASS H ELS:NOTES FOR METAL WALUROOF PAN
\ ASPHALT SHINGLES OR 1)METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY
29-GAGE METAL ROOFING SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 1 ON
ROOF TRUSS.REFER TO / SHEET S-3.3 AND DETAIL 1 ON SHEET S-3.4.
SHEETS S-2.4 AND S-2.5 2)METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
PROVIDE CONT.METAL SHALL BE ATTACHED TO 2z4 GIRTS IN ACCORDANCE WITH
DRIP EDGE AT EAVES DETAILS 2 AND 3 ON SHEET S-3.3.
AND GABLE ENDS. 3)METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
REF.DETAIL 31S-3.0(TYP) SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3
4)METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED
IN ACCORDANCE WITH DETAIL 1 ON SHEET S-3.3
2z4 STUDS a 16.O.C.
sV,T1-11 SIDING, T2OPPLATE PROVIDE DOUBLE
3/g LP SMARTSIDE STUDS AT WALL SIDING
VERTICAL SEAMS
K PRECISION SERIES
O 190 SIDING,OR
29 GA METAL SIDING
(REF NOTES) V TREATED PLYWOOD OR
PERFORMAX 500 FLOOR
/ DECKING.
2z6 TRTO FLOOR JOISTS
(4)46 TRTD SKID 11'-2• G 16-O.C.MAX
ll'-2"WIDE
NOTE:REFER TO FASTENING SCHEDULE ON SHEETS S-0.1&S-0.2
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
BUILDING SECTION
UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
N�•NoG�
* N.'77Z09 •;*'% PRWECTNO:
SHEET NUMBER
% •;. STATE King
DATE: 09-26-2021 S-2.1-U6
-y 0•��'OF Weather �' ■ 1 CHECKDRXNN DB KILN
ORI ■ ■M✓
,''�"' S7ONAL �•`` ® CHECKED BY: KILN
PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
ROOF TRUSS REFER TO DETAIL 5 ON
REFER TO DETAIL 5 ON SHEET S3.1 FOR STRAP ROOF TRUSS
SHEET S3.1 FOR STRAP ATTACHMENT.(TYP)
ATTACHMENT.(TYP)
AFR
P THE TOP PLATE0�.11lll
LAP THE TOP PLATE
OM THE SIDE WALLFROM THE SIDE WALL
ER THE END WALL PLATE / OVER THE END WALL PLATE
IYn"-16 GA METAL EACH CORNER. 1)�-16 GA METALAT EACH CORNER.
BRACING STRAP BRACING STRAP
(SEE NOTE,TYP) DOUBLE TOP PLATE (SEE NOTE,TYP) DOUBLE TOP PLATE
REFER TO DETAIL ONREFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT.(TYP) ATTACHMENT.(fYP)
ATTACH STRAPTO EACSTUD W/(2)8d NAILSN(TYPADDITIONAL1Y'-16GA
8'WIDE FRONT ENDWALL - STRAP 30'-o-OR ON BUILDINGS
22'-0°TO 30'-0"LONG
(SEE NOTE,TYP)
ROOF TRUSS
REFER TO DETAIL 5 ON
OPTIONAL WINDOW ROOF TRUSS
SHEET
REFER 3.DETAIL 5 ON SHEET FOR STRAP
FOR STRAP / 36"WIDE MAX(TYP) ATTACHMENT.
MENT.(TYP)
ATTACHMENT.
MENT.(TYP)
DOUBLE TOP PLATE LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
1Ya'-16 GA METAL I -16 GA METAL AT EACH CORNER.
BRACING STRAP / LAP THE TOP PLATE BRACING STRAP -
(SEE NOTE,TYP) FROM THE SIDE WALL (SEE NOTE,TYP)
OVER THE END WALL PLATE X DOUBLE TOP PLATE
AT EACH CORNER.
REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON
ATTACH STRAP TO EACH / SHEET 53.1 FOR STRAP SHEET S3.1 FOR STRAP
STUD WJ(2)8d NAILS MIN.J ATTACHMENT.(TYP) ATTACH STRAP TO EACH ATTACHMENT.(TYP)
(TYP) STUD W/(2)8d NAILS MIN.
(TYP)
8'WIDE REAR ENDWALL 10'-0"WIDE REAR ENDWALL
NOTE:METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING,PLYWOOD,OR OSB
--FLORIDA--WIND=160 MPH--FBC 2020
UTILITY BUILDING
4`JiN L./Va ,,
z*;' No.77209
* _ PaOJECT No: SHEET NUMBER
q STATE DATE 09-26-2021DRAWN HIM
'AO��SS OF PO : KILN
Weather King-9 C.E.KED.BY: KIL
•.L ORIO.
4,�ONAL•�P```,` CHECK
,,'""'njjj1 PORTABLE BUILDINGS REVISION: SCALE NOT TO SCALE
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP ROOF TRUSS ROOF TRUSS
ATTACHMENT.(TYP)
LAP THE TOP PLATE LAP THE TOP PLATE
FROM THE SIDE WALL FROM THE SIDE WALL
r OVER THE END WALL PLATE OVER THE END WALL PLATE
IY*-16 GA METAL AT EACH CORNER. AT EACH CORNER
BRACING STRAP
(SEE NOTE,TYP)
DOUBLE TOP PLATE
6'-0'OPENING
2x4 KNEE BRACE
REFER TO DETAIL 4 ON EACH SIDE 2x4 FLAT./20 ON EDGE OVER
SHEET S3.1 FOR STRAP OF DOOR THE DOOR.REF DETAIL 6/S-3.0
ATTACHMENT.(TYP)
ATTACH STRAP TO EACH
STUD W/(2)8d NAILS MIN. (2)2x4 STUDS EACH
(TYP) u u U U u U SIDE OF DOOR
11'-2"WIDE FRONT ENDWALL
9'-0'OPENING
REFER TO DETAIL 5 ON
SHEET S3.1 FOR A-- /
TRUSS 11'-2"WIDE FRONT ENDWALL
ATTACHMENT W/ROLL-UP DOOR(OPTIONAL)
LAP THE TOP PLATE
FROM THE SIDE WALL NOTES FOR ROLL-UP DOOR OPTION:
OVER THE END WALL PLATE
16 GA METALAT EACH CORNER. 1.FOR BUILDINGS SHEATHED WITH T1-11 OR LP SIDING,PROVIDE FULL HEIGHT
BRACING STRAP T'n OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL.
(SEE NOTE,TYP) ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2 g'x 0.113•RING SHANK
DOUBLE TOP PLATE NAILS SPACED AT 3°MAX.
2.FOR BUILDINGS SHEATHED WITH METAL SIDING,PROVIDE%a'OSB OR PLYWOOD
WALL SHEATHING ON THE INTERIOR FACE PLUS THE EXTERIOR FACE OF THE WALL.
REFER TO DETAIL 4 ON THE EXTERIOR METAL SIDING SHALL BE ATTACHED TO SHEATHING PER DETAIL
SHEET S3.1 FOR STRAP 1 ON SHEET S-3.3.ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2'/a x 0.113'
ATTACH STRAP TO EACATTACHMENT.(TYP) RING SHANK NAILS SPACED AT 3•MAX.
STUD W/(2)8d NAILS MI
(TYP)
11'-2"WIDE REAR ENDWALL
NOTE:METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING,PLYWOOD,OR OSB
eo ..II.D..."" UTILITY BUILDINGFLORIDA--WIND=160 MPH--FBC 2020
J1N�• --No
No.77209
* _ PROJECT NO. SHEET NUMBER
; STATE DATE: 09-26-2021 �_��_��
;O DRANK
�SSt OFQP,. Weather KinD KKLN
LN
CHECKED BY:
PORTABLE BUILDINGS REVISION:
SCALE:NOT TO SCALE
GENERAL NOTES: 2x4 TRUSS (2)2x4 TRUSS
PLATE(TYP) 4-3' 4-3' PLATE
1.REFER TO SHEET S-0 FOR DESIGN LOADS. 11
12 5'-10' 5'10'
2.MAXIMUM TRUSS SPACING=24'O.C.UNLESS NOTED OTHERWISE. 1 5
3.TRUSS TOP CHORD SHALL BE BRACED W/STRUCTURAL WOOD f=.�-- 1E
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS.
4.ALL TRUSS MEMBERS ARE TO BE SPF#2 OR BETTER.
i 1.4
6.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20)
HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS. ALL TRUSS MEMBERS TO BE 2x4 SPF#2
x
2x4 TRUSS i
6.REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE PLATE(TYP)J
PRESSURES,INDIVIDUAL MEMBERS DESIGNED FOR MAX REACTIONS
COMPONENTS AND CLADDING WIND PRESSURE. HORIZ:51 LBS. ALL TRUSS MEMBERS TO BE 2x6 SPF#2
NET UPLIFT:-221 LBS. (UNLESS NOTED OTHERWISE)
7.DEFLECTION MEETS 1-240 LIVE LOAD AND U180 TOTAL LOAD. GRAVITY:204 LBS.
8.LOAD DURATION ADJUSTMENT FACTORS: 8'WIDE UTILITY TRUSS MAX REACTIONS
ROOF LIVE:1.25 HORIZ:71 LBS.
WIND:1.60
NET UPLIFT:-309 LBS.
9.REPETITIVE MEMBER INCREASE:1.15 2K4 TRUSS GRAVITY:284 LBS.
PLATE(TYP)
11'-2"WIDE UTILITY TRUSS
1z
Ni5
't-
ALL TRUSS MEMBERS TO BE 2x4 SPF 42
MAX REACTIONS
HORIZ:64 LBS.
NET UPLIFT:-276 LBS.
GRAVITY:2S4 LBS.
10'WIDE UTILITY TRUSS
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2020
* ND.772091,*= PROJECT NO:
* 5 SHEETNUMBER
STATE DATE: 09-28-2021 -2.4-U9
'�O* OF P� � � Weather King CHECKEDRAM D
KKLN
LN
0.
70NAt...... ` ® CHECKED BY:
" PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
(2)2x4 TRUSS
2x4 TRUSS 2x4 TRUSS 2x4 TRUSS PLATE
PLATE(TYP) PLATE(TYP) 5-35. V-35" PLATE(TYP) T-1 e• S-1O8'
4`38. 4'-38. 8 8 _
i
>4�<12 112
7 7
4
2x4 I
ALL TRUSS MEMBERS TO BE 2x4 SPF
III#2 ALL TRUSS MEMBERS TO BE 2x4 SPF 42 ALL TRUSS MEMBERS TO BE 2x6 SPF#2
(UNLESS NOTED OTHERWISE)
MAX REACTIONS MAX REACTIONS MAX REACTIONS
HORIZ:105 LBS. HORIL 131 LBS. HORIZ:146 LBS.
NET UPLIFT:-214 LBS. NET UPLIFT:-268 LBS. NET UPLIFT:-300 LBS.
GRAVITY:206 LBS. GRAVITY:258 LBS. GRAVITY:288 LBS.
8'WIDE MAIN TRUSS 10'WIDE MAIN TRUSS 12'WIDE MAIN TRUSS
S-tOr' 5'-1
2x4 TRUSS 2z4 TRUSS 2.6 TRUSS 8 "8 20 TRUSS
PLATE(TYP) PLATE(TYP) 5'-38' 5-38 MEMBER I .I PLATE(TYP)
4'-358 4'-358
12
2 12 1 3
13 r3
12 12 12 �T
N — 7r - [:7r ( I 7t12 _
ALL TRUSS MEMBERS TO BE 2x4 SPF#2 ALL TRUSS MEMBERS TO BE 2x4 SPF#2 ALL TRUSS MEMBERS TO BE 2x4 SPF 42
(UNLESS NOTED OTHERWISE)
MAX REACTIONS MAX REACTIONS MAX REACTIONS
HORIZ 125 LBS. HOR2 105 LBS. HORIZ:175 LBS.
NET UPLIFT:-225 LBS. NET UPLIFT:-187 LBS. NET UPLIFT:-314 LBS.
GRAVITY:206 LBS. GRAVITY:176 LBS. GRAVITY:288 LBS.
8'WIDE DORMER TRUSS 10'WIDE DORMER TRUSS 12'WIDE DORMER TRUSS
NOTE:MAX TRUSS SPACING=IW O.C.
UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
0 �.No a.
PROJECT NO
c * ? SHEET NUMBER
STATE DATE: 09-28-2021 �_�,�_��
�.p'I` ��ORIOP•;�"�� ■N■■/�■�® ORNNN BY: KLN
Weather K i■ ■�1ir� CHECKED BY: KLN
p `zz`x
nzyunnunm� PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
ATTACH SIDING TO METAL DRIP EDGE. r ROOF DECKING
WALL FRAMING ATTACH TO ROOF
W/2',&'X 0.113'RING WONT.2x TREATED RIM BOARD w/1'x3'i'STAPLES 7
—W(3'NAILS S OINTO BRIDGING /
SHANK NAILS @ 6'O.C. @ 72'D.C.
8(3)3'NAILS TOENAILED INTO SKID
IN FIELD 8 ALONG
EDGES.(SPACE NAILS (3)3-NAILS 1x4 P.T.FASCIA /
AT 3'O.C.ALONG THROUGH FLOOR JOIST (4)3'x 0.131'RING w/(2)2-NAILS
PANEL EDGES AT BOTTOM PLATE SHANK TOE NAILS AT EACH TRUSS
ENDWALLS) INTO EACH STUD INTO SKID TRUSS
I SIMPSON MTS16 STRAP
P.T.PLYWOOD w/(7)10d z 1Yz'NAILS(MIN)IN
SOFFIT w/(2)T EACH END OF THE STRAP
NAILS AT EACH AT EACH TRUSS.WRAPAROUND
(3)3-NAILS TRUSS _AND NAIL TO WALL TOP PLATE
CONT.2x4N BRIDGING J o_ SKID TOE NAIL TRUSS / WHEN TRUSS DOES NOT LINE
o UP WITH A WALL STUD BELOW.
(5)3'NAILS IN Z rYn TO TOP PLATE W/—/ REF DETAIL 4/S-3.0 FOR AN
1-TYPICAL DETAIL EACH SKID 3 (4)10d NAILS MIN ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE METAL STRAP.
DOUBLE
2-FLOOR JST TO SKID DETAIL 3-EAVE DETAIL TOP PLATE
ROOFTRUSS
' DOUBLE 2x4(TYP)
l-"TOP PLATE ENDWALL HEADER FOR
j 3'NAILS @ OPENINGS UP TO 9'-0'.
8'O.C. SIDEWALL HEADER FOR
OPENINGS UP TO 4'-0'.
• (2)20w/%s OSB
FLITCH PLATE
NOTE: (1)2z4,FLAT NOTE: OPENING HEADER FOR
ALL MEMBERS ALL MEMBERS OPENINGS UP TO 6'-0'.
IN LIEU OF MTS16 STRAP. ARE 2x4 ARE 2x4,UNO
PROVIDER SIMPSON 0.752x6' (2)2x6w/%s OSB
SDWC TRUSS SCREW FLITCH PLATE SIDEWALL HEADER
(SDWC15600)OR 39'MAX (3)3'NAILS 38'MAX FOROPENINGS
EQUIVALENT AT EACH (TYP) UP TO 9'-0"
ROOF TRUSS.
NOTES:
1.PROVIDE 2x4 JACK STUD UNDER EACH END OF LOAD
NOTE:REFER 70 3153.0 FOR INFO NOT SHOWN. BEARING HEADERS.NAIL TO ADJACENT STUD PER
STUD
FASTENING SCHEDULE.NOT REQUIRED AT END WALL
4-ALTERNATE TRUSS DETAIL(aI ENDWALL DETAIL(a)SIDEWALL OPENINGS.
HOLD DOWN DETAIL
5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE
tlu11Bh p„
:... J��E sF ti-- UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
*? NG.77209 /f NOTE REFER TO FASTENING SCHEDULE ON SHEETS S 0.1 AND S-0.2 FOR PROJECT NO:
C Q * f ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER
STATE DATE 09-28-2021 �_�,O—��
� S�•ORQP- Weather �' oRAwrl BY: KKLN
LN
OR1
ng CHECKED BY:
"''NNI..... PORTABLE BUILDINGS REVISION: SCALE:1'1'-0
ROOF TRUSS TOP PLATE
(TYP) JOINT CONT.DOUBLE VARIES(SEE PLAN)
TOP PLATE
BOTTOM PLATE
JOINT
TREATED 2A xV-0•LONG /
SPLICE PLATE
ON SPLICE,EACH SIDE OF J
STUD SKID.12 ROWS 1Od NAILS TREATED 4.6
(T1'P) 24'MIN @ 4.O.C.STAGGERED SKID
1-WALL TOP PLATE SPLICE DETAIL 1%-16 GA STEEL STRAP.
WRAP AROUND JOIST&
ATTACH TO JOIST 2-SKID SPLICE DETAIL
SIMPSON MTS16 STRAP W/(4)10d X 1Yz NAILS
wl(7)10d x tY�NAILS(MIN) EACH SIDE OF JOIST.
IN EACH END OF THE ROOF DOUBLE
STRAP AT EACH TRUSS. TRUSS TOP PLATE
WRAP AROUND TOP PLATE. 1Ya'-16 GA STEEL STRAP.
REF DETAIL 415-3.0 FOR AN WRAP OVER WALL TOP 3'NAILS
ALTERNATE HOLD DOWN PLATE.PROVIDE(3)8d ®12-D C 2.4 STUD
OPTION IN LIEU OF THE NAILS INTO TOP OF PLATE. (END WALL)
METAL STRAP. PROVIDE(5)lOd NAILS MIN /
INTO STUD/SIDE OF PLATE. (2)2x4 STUDS /
PORCH POST (SIDE WALL)
BEYOND. (2)2x4 TOP PLATE
REF DETAILS ON w!CONT.%x 5�%
SHEET S3.2FOR PLYWOOD SOFFIT �•�
ADD'L INFO. EXTENDED FROM 3-NAILS Q 12-O.C.
BUILDING ``••` STUD_/ STAGGERED
NOTE:REFERTO3/S3.0 FOR INFO NOTSHOWN, 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT &TYPICAL CORNER DETAIL
3-PORCH EAVE DETAIL SCALE=1Ys°°=V-0- SCALE 01,V,'=V-0'
--FLORIDA--WIND=160 MPH--FBC 2020
UTILITY BUILDING
44J�N L
N0.77Z09 •;/F NOTE: REFERTOFASTENINO SCHEDULE ON SHEETS S-0.1 AND S-0,2 FOR PROJECT NO:
q * ? ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER
%P STATE oATEO 09-26-2021 ,/`�, ''///(���111 I I
y 0_'•,� OF P Weather King CHECKEDNNN : KKLN
LN S-3"1-UB
�ONAt-�1 CHECKED BY:
"'....... °` PORTABLE BLlli.®INGS REVISION: SCALE:1'=1'-0
REF DETAILS 3/5-3.1&4/5-3.0 REF DETAILS 3&4iS3.0
ROOF TRUSS HOLD-
DOWN FOR ROOF TRUSS HOLD-
FOR
INFORMATION DOWN INFORMATION
(2)?16"x 6"LAG NOT SHOWN FOR CLARITY \ NOT SHOWN FOR CLARITY
SCREWS THROUGH (TYP) (TYP)
TOP PLATES INTO ROOFTRUSS
4x6 P.T.POST (TYP)
f
P.T.PLYWOODEILING AT PORCH
NLY.
(2)sibx 6'LAG
4x6 PTSCREWS THROUGH
POSTTOP PLATES INTO
4x6 P.T.POST
P.T.1x PORCH BOARDS
wl(2)3'NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST
DOUBLE TOP PLATE
END WALL EMENDED
46 P.T. TO PORCH POST
/x RING POST
SHANK
NAILS NAILS(MIN)
FROM END JOIST 4x6 P.T.SKID
INTO CORNER POST P.T.1x PORCH BOARDS
wl(2)3'NAILS INTO BOTTOM PLATE
1-CORNER PORCH POST DETAIL ; EACH FLOORJOIST )
i
4x6 P.T.
POST P.T.Ix PORCH BOARDS
w!(2)3-NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST i
RIM JOIST REF DETAILS 1 8 2/S3.2 // 44 P.T.SKID
FOR POST BASE
ATTACHMENT FLOOR JOIST
(8)3'x 0.131•RING PORCH VARIES(SEE PLAN) (TYP)SHANK NAILS(MIN) 4z6 P.T.SKID .� x
FROM JOIST INTO
POST
NOTE:REFER TO DETAILS VS3.2 AND 21S32 FOR INFO NOT SHOWN.
NOTE:REFER TO US3.2 FOR INFO NOT SHOWN.
2-INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION
HIIII111I"" UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2020
l* N0.77Z09 14 NOTE: REFERTOFASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECTNO:
* E ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER
�j•;, STATE �/.�r /��s`Y /�� DATE: 09-28-2021 ,/KLN `%' ,A'/A I
OF P.•,�5<'.•� W rath`■ �I■M■■ ■ DRAWN BY:
KLN V_Vx`_YB
<OR10. ■ ■M✓
® CHECKED BY:
^"'° PORTABLE BUILDINGS REVISION: SCALE:1•=T-O
REFER TO DETAIL 1/S-3.3
FORATTACHMENT OF 29 GA METAL PANEL
METAL ROOFING TO
THE ROOF DECK
la-14 SELF DRILLING
SCREW w/WASHER W WA x E WOOD SCREW
DOUBLE SPACED @ 24'O.C. (E WASHER @ 3EVER MAJO.C.
TOP PLATE 31's' S1i" 3Yi" (EACH SIDE OF EVERY MAJOR RIB)
ALONG EA SIDELAP
SIMPSON MTS16 STRAP
29 GA METAL SIDING. wl(7)10d x 1Yi NAILS(MIN)IN
ATTACH TO GI PER EACH END OF THE STRAP
DETAIL 3/S-3.3 ATEACHTRUSS.WRAPAROUND
AND NAIL TO WALL TOP PLATE
WHEN TRUSS DOES NOT LINE 2x FRAMING—'
UP WITH A WALL STUD BELOW.
REF DETAIL 4/5-3.0 FOR AN FASTENING PATTERN.AT PANEL ENDLAP
2x4 WALL GIRT.ATTACH ALTERNATE HOLD DOWN OPTION
TO EACH STUD w/ IN LIEU OF THE METAL STRAP.
(3)3'x 0A3l'RING SHANK
NAILS(7YP) 29 GA METAL PANEL—/
Y,"-14 SELF DRILLING #10-14 x tYz WOOD SCREW
w SCREW w/WASHER w/WASHER @ 9-O.C.
w SPACED @ 24-O.C.^ 9'TYP (ONE SIDE OF EVERY MAJOR RIB)
ALONG EA SIDELAP I
E
29 GAMETAL PANEL x WOOD SCREW W WA /
wl WASHER @ 9'O.C. ,�
r(ONE SIDE OF EVERY MAJOR RIB)
SPACE SCREWS AT 16'O.C.MAX
ALONG PANEL LENGTH. 2x4 STUDS @
III O 16'O.C.
2x FRAMING
ROOF DECKING J
2x FRAMING SPACED FASTENING PATTERN AT INTERIOR PANEL SUPPORT
AT 24'D.C.MAX 2-TYPICAL VERT METAL SIDING DETAIL
1-METAL PANEL FASTENING TO SHEATHING 3-METAL PANEL FASTENING TO WOOD FRAMING
NOTE:REFER TO DETAILS 1/S3.0 AND 3/S3.0 FOR INFO NOT SHOWN. SCALE=11i=l'-0'
„I II.111..," ° --FLORIDA--WIND=160 MPH--FBC 2020
UTILITY BUILDING
* No.77209 /r NOTE REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECT NO:
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER
STATE DATE: 09-26-2021
ORO x . ® DRAWN BY: S-3.3-UB
Weather KingKLN
CHECKED BY:
NAL
�Ib11111111111���"",, PORTABLE BUILDINGS REVISION: SCALE:1"=1'-0
REFER TO DETAIL 11S-3.3
FORATTACHMENTOF
METAL ROOFING TO
THE ROOF DECK ROOF DECKING.ATTACH
TO TRUSS w/2'x0.113'
RING SHANK NAILS SPACED
FASCIA AT 4'O.C.MAX
29 GA.METAL SIDING OVERfWHEN
MTS16 STRAP
�s OSB OR PLYWOOD x IYz'NAILS(MIN)IN i
WALL SHEATHING. D OF THE STRAP 2x6 SOFFIT J ROOF TRUSS
REFER TO DETAIL 11S-3.3 TRUSS.WRAP AROUND
FOR SIDING ATTACHMENT TO WALL TOPPLATE
USS DOES NOT LINE
UP WITH A WALL STUD BELOW.
REF DETAIL 41S-3.0 FOR AN SIDING-'
ATTACH SHEATHING ALTERNATE HOLD DOWN OPTION
WALL FRAMINNGG IN LIEU OF THE METAL STRAP.
W/2'/e x0.113'RING
SHANK NAILS @ 6'O.C.
IN FIELD&ALONG 2-OPTIONAL EXTENDED EAVE AT END WALL
EDGES.(SPACE NAILS
AT3'O.C.ALONG SCALE=1S'z=1'-0'
PANEL EDGES AT
ENDWALLS) 2x4 STUDS @
16'O.C.
1-TYPICAL HORIZ METAL SIDING DETAIL
NOTE:REFER TO DETAILS 1/S3.0 AND 3/S3.0 FOR INFO NOT SHOWN.
\N.........""" UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
L.IV ",
`CENg�.,2''
* No.77209 *'% NOTE: REFER TO FASTEMNG SCHEDULE ON SHEETS S-0.1 AND 5-0.2 FOR PROJECT NO:
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEETNUMBER
STATE DATE: 09-28-2021
c<OR OP: • n DRAWN BY. KLN S_3 4-UB
' Weather Kin 9® CHECKED BY: KLN F
"" """ PORTABLE BUILDINGS REVISION: SCALE:1'=1�0
EXTERIOR WOOD SIDING.
REF DETAIL 11S-3.0 FOR 2x4 WALL GIRT.REFER METAL WALL SIDING w/
/ NAILING REQUIREMENTS TO DETAIL 21S3.3 FOR RIBS RUNNING VERTICALLY.
SPACING AND NAILING ATTACH TO WALL GIRT PER
spa TRTD REQUIREMENTS DETAIL 3/SJ.3
PLY7jg��AM.
La TRTD "
PLYWOOD
ROLL-UP DOOR GUIDE. TRIM
ATTACH TO WOOD JAMB 2)2x4 SP 42(OR BETTER)
wl Y.'x 1.75'LONG LAG0. STUD.REFER TO ' ROLL-UP DOOR GUIDE.
SCREWS @ 12-CS.O.C.PER FASTENING SCHEDULE ATTACH T.7 WOOD JAMB JAMB
2x4 SP D(OR BETTER)
MANUF.SPECS.BOTTOM FOR NAILING REQUIREMENTS wl;�x 1.75'LONG LAG 0.79' JAMB STUD.REFER TO
ABOVETO BE 6'MAX SCREWS @ 12-O.C.PER - FASTENING SCHEDULE
ABOVE FINISHED FLOOR. MANUF.SPECS.BOTTOM 1.96
LOCATE GUIDE FOR LAGS" FOR NAILING REQUIREMENTS
SCREW TO BE CENTERED SCREW TO D 6'MAX
ON JAMB STUD CLOSEST ABOVE FINISHED FLOOR.
TO DOOR OPENING LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
1-ROLL-UP DOOR JAMB DETAIL ON JAMB STUD CLOSEST
METAL WALL SIDING OVER TO DOOR OPENING
(WOOD SIDING) '&OSBORPLYWOOD
WALL SHEATHING. 3-ROLL-UP DOOR JAMB DETAIL
REF DETAIL 1/5-3.0 FOR
Ye TRTD NAILING REQUIREMENTS (VERT METAL SIDING)
PLYWOOD
TRIM
ROLL-UP DOOR GUIDE-
ATTACH
TO WOOD JAMB (2)2x4 SP#2(OR BETTER)
wl Y.'x 1.75'LONG LAG 0.79' JAMB STUD.REFER TO
SCREWS @ 12'O.C.PER FASTENING SCHEDULE
MANUF.SPECS.BOTTOM 1.96' FOR NAILING REQUIREMENTS
SCREW TO BE W MAX
ABOVE FINISHED FLOOR.
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
2-ROLL-UP DOORJAMB DETAIL
(HORIZ METAL SIDING)
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2020
#; N0.77209 }'� NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0 ANDS ,2 FOR PROJECT NO:
'A' ? ATTACHMENT INFORMATION NOT NOTED ON THISSHEET. SHEET NUMBER
1: STATE //��{�� DATE: 09-28-2021 S I`/I
Weather KI ■ ■ DRANN BY. KKILN
ILN r/_3.5_YB
OR10, M✓✓
CHECKED BY:
PORTABLE BUILDINGS REVISION: SCALE:112'=l'-O
PROVIDE CONTINUOUS F---T-
ALUMINUM Z-BAR FLASHING I I I I
AT SIDING HORIZONTAL JOINTS. I I I
ATTACH TO FRAMING W 1'N:' I I I I I I I
STAPLES AT 12'O.C.(TIP)\X X
1 I I
j I I I
I I I
FRONT ELEVATION OOR AND WINDOW LOCATIONS
VARY PER CUSTOMER. SIDE ELEVATION
II II
I I I PROVIDE CONTINUOUS
I I I I ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS.
ATTACH TO FRAMING w(1'>l'
STAPLES AT 12-O.C.(TYP)
OPTIONAL DOOR OR WINDOW. NOTE:
LOCATIONS VARY PER CUSTOMER. WINDOWS,DOORS,AND TRIM SHOWN ARE CONCEPTUAL.ACTUAL WINDOW,DOOR,AND TRIM
MAY VARY PER CUSTOMER REQUEST.
REAR ELEVATION
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2020
•v
PROJECT NO:
e * e SHEET NUMBER
DATE 09-28-2021 S_4_UB
STATE /��
%�'��pSS LORlOP Weather �' ■ ■® CHECKED KLN
n rMr CHECNED BY:
PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE