HomeMy WebLinkAboutProject Information (2) - Elands ,
}, QE a6`7
rtmentofBu51ne55. FLA Manufactured BuildingProgram .
8t f f—f `"� 2601 Blair Slone Road
o esslonal Regulation oa
Tallahassee,Florida32399-0772
Al Phone:650.487.1824•Fax 850.414.84368
Halsey Beshears, Secretary Ron DeSantis, Governor
February 09,2021
Steve Perry RC>rJV�4
WeatherKing ;FL
1221 SW Eaculyptus Ave
Arcadia,_FL�34266
ltne
RE Manufacturer Certification,ID.MAF 97.49 Expiration Date February 04;2024: pBtlnttt�n9 D Cou Y nt
St,W
Oe
Dear Steve-Perry
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 o.n.ourwebsite.All site-related installation issues'are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced'nionitoring 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.floridabuildina.oro)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.floridabuilding.org to see'valuable information on the Florida
Manufactured Buildings;Program.A copy-of this letter must accompany applications for local
building permits'..
Sincerely,
Robert Lorenzo.
C Manufac ured Buildings Program,
cc:National Design and Inspection;Inc.
File Copy3751
GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS:
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE Wlk�i 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED, 1.RISK CATEGORY I / Q� THE FOLLOWING ITEMS MAYBE SUPPLIED AND
THE 2020 FLORIDA BUILDING CODE(FBC). SYP#2,OR BETTER.-{���D INSTALLED BY OTHERS.THESE ITEMS MAY BE
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN 13.ALL UN-TREATED WOOD FRAMING IS TO BE TO BE 2 LIVEFLOOR: 0 PSF REVIEWED FOR WEATHER KING PORTABSUBJECT TO LOCAL SDICTION E BUILDINGS IS NOT
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF SPF#2 OR BETTER,UNLESS NOTED OTHERWISE. ROOF:20 PSFCODE COMPLIANCE RESPONSIBLE FOR THESE ITEMS.
MANUFACTURE. - oST. LUCIE COUNTY 1.THE FOUNDATION AND TIE-DOWN SYSTEM
14. WOOD FRAMING SHALL COMPLY WITH THE ANSUAWC 3,DEAD LOADS:
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. "NATIONAL
DON"SP CIFICATION(NDS)FOR WOOD ROOF:5 PSFFLOOR:4 OEOCC°(4`/�I
4 2:RAMPS,STAIRS,AND GENERAL ACCESS
CONSTRU4.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 Vde TREATED PLYWOOD 3.ELECTRICAL SERVICE HOOKUP
SHOULD NOT BE USED FOR HUMAN HABITATION. OR%"PERFORMAX 500 FLOOR SHEATHING. FLOORING 4.WIND LOADS ARE BASED ON THE FOLLOWING:
CLOSER THAN 18 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 Vasd=124 MPH
3 SECOND WIND GUST OF 160*MPH FOR RISK CATEGORY 1 WOOD IN ACCORDANCE WITH 2304.12.1.1. RISK CATEGORY 1
STRUCTURES PER FIGURE 1609.3(4)OF THE 2020 FBC. EXPOSURE CATEGORY C
18,..ALL SKIDS.ARE_T.O.BE 4x8.P_RESSURE TREATED,-- -.
-INTERNAL-PRESSURE-COEFFICIENT:--
-6.-SIDING"FASTENERS-SRALI NOT BEINSTALCED I-WPANEL SIDING RATED FOR GROUND CONTACT. GCpI=t0.18
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING COMPONENTS&CLADDING: u a
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
IN FLOOD HAZARD AREAS. TABLE 2304.10.1,UNLESS NOTED OTHERWISE. ROOF-ZONE 3= 19.3,-78.9 PSF 7
WALL-ZONE 4=33.5,-36.3 PSF'
8.IN ACCORDANCE WITH FBC 1609.1.2,STORAGE SHEDS NOT 1 B. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. WALL-ZONE 5=33.5,-44.8 PSF
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA
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 MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS SHINGLES CONFORMING TO ASTM D3161(CLASS F) ROOF-ZONE 1= 17.6,-29.8 PSF
OF THE 2020 FBC. OR ASTM D7158(CLASS H)OR 29 GAMETAL ROOF PANELS. ROOF-ZONE 2= 17.8,49.0 PSF
ROOF-ZONE 3= 17.6,-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
SQUARE 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.
C&C WIND PRESSURES SHOWN MAY
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH NOTE:
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.
10.ALL ROOF DECKING IS TO BE%e OSS,1%"PLYWOOD, SUBJECT TO LOCAL JURISDICTION APPROVAL.
y"PLYWOOD,OR EQUIVALENT.FASTEN ROOF SHEATHING TOROOF 5.CONSTRUCTION TYPE: V-B
8"MAX,UNL SS NOTED OTHERWIING WITH 23le RING SE ON NAILS
S-1 SPACED. AT �'REQUIREMENTSDINGS HAVE
AS ET FORTH IN THE 2020 FBC. 6.OCCUPANCY GROUP U
WEATHER KING
11.ALL SIDING IS TO BE TREATED T1-11,LP SMARTSIDE P.O.BOX 108
PANEL,OR 29 GA.METAL SIDING. PARIS,TN 38242
FLOR-- IDA--WIND=160 MPH--FBC 2020
UTILITY BUILDING
*; NO.77209 ;*.. PROJECT NO:
* Digitally signed by Kevin Nolan SHEET NUMBER
STATE
DN: DATE: 09-28-2021
y�•�.,A OF : 0.9.2342.19200300.100.1.1=A0141 � DRAWN BY: �N
p`� '6C00000179D834EF80000196AF, ® CHECKED M. S-0-UB
''� •.`��, cn=Kevin Nolan c=US WLmather KLN
PORTABLE BUILDINGS � REVISION:
Date:2021.09.2819:04:50-OS'00' SCALE:NONE
_ II
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.)
3-8d COMMON(W.0,131') B-16d COMMON(374•x0.102') EACH SIDE OF END JOINT,FACE NAIL
1.BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO 3-10d BOX(3•x 0.120') 12.10d BOX(3'x 0.12W)
TOP PLATE OR OTHER FRAMING. 3.3•x0.131'NAILS EACH END,TOENAIL TOP PLATE.TO TOP PLATE,AT ENDJOINTS 12-3'x0.131'NAILS (MINIMUM 24-LAP SPLICE LENGTH
3-3`14 GAGE STAPLES,%e CROWN 12-W 14 GAGE STAPLES,3(?CROWN EACH SIDE OF END JOINT)
2-8d COMMON M$ 0.131-) 16d COMMON(3)rx 0.162•) 16'O.C.FACE NAIL
2.3`x 0.131'NAILS EACH END,TOENAIL
2.BLOCKNG BETWEEN RAFTERS NOT AT THE WALL TOP 2-3'14 GAGE STAPLES BOTTOM PLATE TO JOIST,RIM JOIST,BANG JOIST,OR 16d BO% x .
BLOCKING(NOT AT BRACED WALL PANELS) (3N S 136') 12'O.C.FACE NAIL
PLATE,TO RAFTER. 2-16d COMMON(W x 0.162') 3-141GA13 STAPLES,34e CROWN
3-3•x 0.131'NAILS END NAIL
3-3'14 GAGE STAPLES 2-16d COMMON(W x 0.16T)
COLLAR TIE TO RAFTER REFERENCE SHEETS B-2A AND S2J5
BOTTOM PLATE TO JOIST,RIM JOIST,SAND JOIST,OR 3-16d BOX(31S x 0.135•) 16'O.C.FACE NAIL
BLOCKING(AT BRACED WALL PANELS) 4-3'x S.131'NAILS
3-10tl COMMON(3'x 0.14B')
4-3'14 GAGE STAPLES,tie'CROWN
3-i6d BOX(3)V x 0.136•) b 4-Bd COMMON(2V x 0.131')
RAFTER OR ROOF TRUSS TO TOP PLATE 4-10d BOX(3'x0.128-) TOENAIL 4-10d BOX(3*x 0.12B')
4-3•x 0.131'NAILS 4 TOENAIL
.4-3.14 GAGE STAPLES%e CROWN
4.3'14 GAGE STAPLES.Re CROWN
STUD TO TOP OR BOTTOM PLATE
3- COMMON(7J4'x0.131') 2-18d COMMON(15•x 0.162`)
3-10lDd BOX(3'x 2B') 3-1Ud BOX(3 1
•x 0.28•)
CEILING JOISTS TO TOP PLATE 3-3•x 0.131'NAILSLS EACH JOIST.TOENAIL 3-3'x 0,131`NAILS ENO NAIL
3-3`14 GAGE STAPLES,T/je CROWN 3-3.14 GAGE STAPLES,use CROWN
WALL FRAMING 2-164 COMMON(3K•x 0.182')
TOP PLATES,LIPS AT CORNERS AND INTERSECTIONS 3-3*x DA31'NAILS B� FACE NAIL
3-3-x GAGE
18d COMMON(3M,'x 0.182') 24'O.C.FACE NAIL � 3-3'14 GAGE STAPLES,He CROWN
STUD TO STUD(NOT AT BRACED WALL PANELS) 10d BOX(3'x 0.128")
3'x 0.131•NAILS 16'O.C.FACE NAIL FLOOR FRAMING
3-3'14 GAGE STAPLES
16d COMMON(3W x 0.162) 16'O.C.FACE NAIL 3-Bd COMMON(ZW x 0.131')
3-10d BOX(3'x 0.128)
STUDJ019TT09KIO 3-3'x 0.131'NAILS TOENAIL
WALL TO STUD AND ABUTTING 8LL AATINTERBECTINO 16d BOX(315'x0.136•) 12.O.C.FACE NAIL 3-3.14 GAGE STAPLES,Ne CROWN
WALL CORNERS(AT BRACED WALL PANELS)
3'x 0.131-NAILS
3-3.14 GAGE STAPLES,Xe CROWN 12'D.C.FACE NAIL 10d BOX(3•x 0.128
`)
3-x 0.131'NAILS 24.O.C.FACE NAIL ATTOP AND BOTTOM
3`14 GAGE STAPLES,Re CROWN STAGGERED ON OPPOSITE SIDES
CONTINUOUS HEADER TO STUD 4-Bd COMMON(ZW x 0;131') TOENAIL BUILT-UP BEAMS
4-10d BOX(3'x 0.128') AND:
3-RId BOX( L28') ENDS AND AT EACH SPLICE,FACE NAIL
' 18d COMMON(31a'x 0.182') 16'O.C.FACE NAIL � 3-3'x0.131'NAINAILS
TOP PLATE TO 70P PLATE 10d BO%(3'x 0.128') 3-3.14 GAGE STAPLES,Re'CROWN
3'x0.131'NAILS 12.O.C.FACENAIL 3-16d COMMON(31Q x0.162`)
3'14 GAGE STAPLES,i(e CROWN 4.10d BOX(3•x 0,128') END NAIL
JOIST TO SAND JOIST OR RIM JOIST 4-Wx0.131'NAILS
4-3.14 GAGE STAPLES,ue CROWN
,,N00111111111111"','
°. J L.sO ---- UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
- * -9
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
•:• STATE DN: - } - DATE: 09-28-2021
... ,�.' 00000 0179DB34EF80000196AF,1 ® CHECKED BY. �N �
•.a•.... •. -y-�' Weather Kin KLN S-01 UB
e�4g41►11 �1114 cn=Kevin Nolan,c=US
Date:2021.09.2819:05:28-05'00' PORTA136F 13UILDINGS REVISION: SCALE:NONE
FASTENING SCHEDULE (CONT.)
DESCRIPTION OF BUILDING ELEMENT FNUMBER AND TYPE OF FASTENER SPACING AND LOCATION
SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING'
EDGES INTERMEDIATE SUPPORTS
(INCHES) (INCHES)
Sd COMMON OR DEFORMED(2•x 0.113')(SUBFLOOR B 12 .
AND WALL)
Sd COMMON OR DEFORMED(2W x 0.1311)(ROOF) B 12
2W x 0.113-NAIL(SUBFLOORAND WALL) a 12
VTO&
1-'18 GAGE STAPLE,%B'CROWN
(SUBFLOOR AND WALL) 4 B
2Wx0.113'RING SHANK NAIL(ROOF) a 12
1%'18 GAGE STAPLE,X.-CROWN(ROOF) 3' 8 ,
bd COMMON •-z 0.131'L___.__._.___...__.. .__ 8.._... _ .___.____._12
15V TO 3" ^Sd DEFORMED(2'x 0.113')(SUBFLOORANO WALL)
2Y'x 0.11W RING SHANK NAIL 8 12
EXTERIOR WALL SIDING
2%.x 0.113-RING SHANK NAIL 6(SIOEWALL) 8
�.'LP SMARTSIDE PRECISION PANEL OR
96'TREATED TI.11 SIDING
2)'It 0.113-RING SHANK NAIL 3(END WALL) 8 ,
n.NAILS SPACED AT B INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE NAILS.FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,BOK„OR CASING.
6.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WTTHTHIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN
ACCORDANCE WITH THIS SCHEDULE,THE NUMBER OF TOENAILS IN THE RAFTER 8HALL BE PERMITTED TO BE REDUCED BY ONE NAIL.
,Ip11111t111///
° J E sF: °- UTILITY BUILDING -FLORIDA--WIND=160 MPH--FBC 2020
*; No.77209
•o * Digitally signed by Kevin Nolan PROJECT NO:DATE. SHEET NUMBER
�q STATE ' DN: � 09-28-2021
•+� OF ` 0.9.2342.19200300.100.1.1=AO141
�'� �ORfOP' •`` tj/l�.�i 0000000179D834EF80000196AF, OS1 DRAWN BY: KLN /A/�
,,BSI•• �•0�,,,' - _ Weather Kin CHECKED BY: KLN 0.2 UB
��iqq/IOo1�',���• cn Kevin Nolan,rU5 ,.
liltDate:2021.09.2819:06:09-05'00' PORTABLE BUILDIMGS REVISION: SCALE:NONE
32'-0'MAX LENGTH(11'-2 WIDE)
30'-0-MAX LENGTH(10'-0'WIDE)
20'-0"MAX LENGTH(8'-0'WIDE)
II I I I I I I I I I I I OUTSIDE 4x8 TRTD SKID
�— --- (REQ'D FOR-11'-2"WIDE—
BUILDINGS ONLY)
C I I I I I I I I I I I I I INSIDE 4x8 TRTD SKID
OUTSIDE 4x8 TRTD SKID
(REQ'D FOR 11'-2"WIDE
I I I I I I I I I I I I I BUILDINGS ONLY)
TREATED RIM JOIST
CONT.2x4 TREATED FLOOR JOISTS @ 16'O.C.MAX.(B'WIDE) (TYP)
CONT.2x6TREATED FLOOR JOISTS @ 16"O.C.MAX(10'&1 V-2"WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
TYPICAL FLOOR FRAMING PLAN
,���
°. J E VC)," UTILITY BUILDING ' .FLORIDA--W1ND=160 MPH--FBC 2020
*; No.77209A.
* e Digitally signed by Kevin Nolan PROJECT No: SHEET NUMBER
DIN: DATE: 09-28-2021
KLN40O1pFP.�p••��• 0.9.2342.19200300.100.1.1=A014 DRAWN BY:
111 / I0000000179DB34EF80000196AF1 CHECKED BY: � 1.�UB
cn=Kevin Nolan,c=USWeather King KLN
Date:2021.09.2819:06,42-05'00' PORTABLE BUILDINGS REVISION: SCALE:NOT TO.SCALE.
32'-0'MAX LENGTH(1 V-2'WIDE)
3V-W MAX LENGTH(10'4"WIDE)
4'-0"OR 6'4..'
a PORCH 2x4 STUD WALL TREATED RIM JOIST
q rG ABOVE (TYP)
3
S-3.2 OUTSIDE 4x6 TRTD SKID
- ------ -
(REQ'D FOR 11'-2"-WIDE-- -
BUILDINGS ONLY)
- N
y I I INSIDE 46 TRTD SKID
0 Lo II
4 +i
0
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 1V-2"WIDE
SPAN OF TRTD I I BUILDINGS ONLY)
PORCH DECKING
46 TRTD POST CONT.2x4 TREATED FLOOR JOISTS @'Iff'O.C.MAX.(6'WIDE)
ABOVE(TYP) T.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'611'-2"WIDE)
1 (SPLICED JOISTS ARE NOT.PERMITTED)
S-3.2
TYP
UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL)
V%
,����. J L.IV, UTILITY BUILDING--FLORIDA -WIND=1.60 MPH- 'FBC 2020
*; No.77209
• PROJECT NO:
* = Digitally signed by Kevin Nolan SHEET NUMBER
DATE:
STATE DN: 09 28 2021
%�••'•.� OF ,`� 0.9.2342.19200300.100.1.1=A0141 DRAWN BY: KILN
��i �OFt�OP'• O` /" C// v/t" 0000000179DB34EF80000196AF,
� ''••........ . Weather King KLN S 1.1 UB
cn=Kevin Nolan,r-US CHECKED BY:
Date:2021.00.2819:07:10-05'00' PORTABLE BUILDINGS REVISION: SCALE:NOT,TO SCALE
32'-0-MAX LENGTH(11'-2"WIDE)
30'-0"MAX LENGTH(1V-0"WIDE)
TREATED RIM JOIST
4 (TYP)
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 11'-2"WIDE ---
BUILDINGS ONLY)
N
o INSIDE 4x6 TRTD SKID
Ln41
0
OUTSIDE 4x6 TRTD SKID
U (REQ'D FOR 11'-2"WIDE
BUILDINGS ONLY)
3 I 0
S-3.2
OPP v
2x4 STUD WALL
4x6 TRTD POST 1 2 ABOVE(TYP) CONT.2x4 TREATED FLOOR JOISTS @ 18"O.C.MAX.(8'WIDE)
ABOVE(TYP) $3.2 5-3.2 CONT.2x8 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'&11'-2"WIDE)
SPAN OF TRTD (SPLICED JOISTS ARE NOT PERMITTED)
12'-0"MAX PORCH PORCH DECKING
SIDE UTILITY CABIN FLOOR FRAMING PLAN (OPTIONAL)
°4-4, E s - UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
?*; No.77209
* Digitally signed by Kevin Nolan PROJECT No: SHEET NUMBER
'�O'• OF E DN: DATE: 09-28-2021
` 0.9.2342.19200300.100.1.1=AO141
Q' DRAWN BY:
'�.���' •.�ORlO•.••'� ,,��.` �����0000000179D834EF80000196AF, �ather �' ® KILN 8-1.2-UB 'SI cn=Kevin Nolan,c=US CHECKED BV: KLN
Oumw �,,,, Date:2021.09.28 19:07:44-OS'00' PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
xx 32'-0"MAX LENGTH
24 a 4'-0" 2x4 STUD WALL
q FG ABOVE(TYP)
3 II
OUTSIDE 4x6'TRTD SKID——
�+ q INSIDE 46 TRTD SKID
LID
OUTSIDE 48 TRTD SKID
SPAN OF TRTD
PORCH DECKING
TREATED RIM JOIST
4x6 TRTD POST 1 2 (TMP) CONT.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX.
ABOVE(TYP) 8-3.2 S,12 (SPLICED JOISTS ARE NOT PERMITTED)
DELUXE UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL)
UTILITY BUILDING--FLORIDA ' -WIND=160
2020
yF; No.772O9 ';4%
- ;Digitally signed by Kevin Nolan PROJECT No: SHEET NUMBER
STATE DN: DATE: 09-28-2021
% O OF P 0.9.2342.19200300,100.1.1=A0141
-- 4OR7<� p' 0C00000179D834EF80000196AF, KILN
.. '...... ... Weather K i r� ® DRAWN BY: S 13 UB
---i����SIp,1�L cn=Kevin Nolan,c=US CHECKED BY: KILN
Date:2021.09.28 19:09:01-05'00' PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
32'-O"MAX LENGTH
---—------ -: _ OUTSIDE 46 TRTD SKID-
N Y INSIDE 4x6 TRTD SKID
N
OUTSIDE 4x6 TRTD SKID
TREATED RIM JOIST
(NP)
CONT.2x6 TREATED FLOOR JOISTS @112"O.C.
(SPLICED JOISTS ARE NOT PERMITTED)
UTILITY w/ROLL-UP DOOR FLOOR FRAMING PLAN(OPTIONAL)
%.n uuuunp�, '
°:J E s ---- UTILITY BUILDING FLORIDA--WIND=160 MPH--FBC 2020
?* No.77209
e t * ? Digitally signed by Kevin Nolan PROJECT NO:' SHEET NUMBER
" •'•.n OF 6 DN: DATE: 09-26-2021
0.9.2342.19200300.100.1.1=AO141 I I
�'��, �OR1�P'•,,.A, /�/ "'pC00000179DS34EF60000196AF, ather KI
CHECKED BY: KLN 5-14—YB
-
cn=Kevin Nolan,c=US g KLN
►►n►m�um"`` Date:2021.09.2819.09:33-05'00' PORTABLE BUILDING S REVISION: SCALE:NOT TO SCALE
32'-0"MAX LENGTH(11'-2"WIDE)
30'-0"MAX LENGTH(10'-0-WIDE)
20'-0"MAX LENGTH(8'-0"WIDE)
to
rn
O
RIDGE
— FASTEN ROOF SHEATHING TO
FRAMING AT 8 INCHES O.C.AT
N rn EDGES AND IN THE FIELD,UNO.
10 REFER TO FASTENING SCHEDULE
m FOR ADDITIONAL INFORMATION.
-0° VARIES 0"
ROOF TRUSSES.REFER
TO SHEETS S-2.4 AND S-2.5 FASTEN ROOF SHEATHING TO RIDGE
FRAMING AT INCHES O.C.AT
EDGES AND IN THE FIELD WITHIN
THE END STRIP AT EACH ENDWALL.
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION.
ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM
EJ
tJ4&
2020--FLORIDA--WIND_160 MPH--FL131VUTILITY BUILDIVGv
*; No.77209 ,�
* Digitally signed by Kevin Nolan PROJECT No: SHEET NUMBER
�1 STATE DN: DATE: 09-28-2021
�O SOP 0.9.2342.19200300.100.1.1=A0141 KLN
............Ft ��` /" C/�/fja/ 0C00000179D834EF80000196AF,
O • Weather Kinge DRAWN, KLN 1.5 UB
Islas Date:
„�� , cn=Kevin Nolan,c=US
CHECKED BY:
Date:2021.09.2819:10:11-05'00' PORTABLE BUILDINGS REVISION: SCALE:NiT TO SCALE
REFER TO NOTE 10 ON ASTM D3161 CLASS F OR REFER TO NOTE 10 ON ASTM D3181 CLASS F OR
SHEET 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 S 2.4 AND S-2.5
SHEETS S-2.4 AND S-2.5
• PROVIDE CONT.METAL PROVIDE CONT.METAL
DRIP EDGE AT EAVES DRIP EDGE AT EAVES
AND GABLE ENDS. AND GABLE ENDS.
REF.DETAIL 3/S-3.0(TYP) REF.DETAIL 3/S-3.0(TYP)
2x4 STUDS @ I O.C. 2x4 STUDS @ 16"O.C.
%'T1-11 SIDING, (2)2x4 PROVIDE DOUBLE s (2)2x4 PROVIDE DOUBLE
°P TOP PLATE STUDS AT WALL SIDING /a"T1-11 SIDING,
3/B'LP SMARTSIDE VERTICAL SEAMS 9/e"LP SMARTSIDE TOP PLATE STUDS AT WALL SIDING
p PRECISION SERIES PRECISION SERIES VERTICAL SEAMS
190 SIDING,OR O 190 SIDING,OR
—-- 29 GA-METAL-SIDING-- 29 GAMETAL SIDING Va"TREATED .___ to. _._ _ B fD (REF NOTES) ERFORMAX 60 PLYWOOD OOR R (REF NOTES) PER ORMAX 500 LOOR R
DECKING. DECKING.
(2)46 TRTD SKID 'tlm *5�"
@ 18"O.C.MAX TROD FLOOR JOISTS LS 2x8 TRTD FLOOR JOISTS
8-0 @
(2)46 TRTD SKID @ 18°O.C.MAX
S'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 S-0.3 AND DETAIL 1 ON SHEET 8-3.4.
2)METAL WALL-PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 294 GIRTS IN ACCORDANCE WITH
DETAILS 2 AND.3 ON SHEET S-3.3.
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-0.2 4)METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH DETAIL 1 ON,SHEET S-3.3
BUILDING SECTIONS
°. J .V0. �--- UTILITY •BUILDING--FLORIDA--WIND=160 MPH--FB 0
No.77209 20
* .'* ° PROJECT No: SHEET NUMBER
>k. Dtg(tally signed by Kevin Nolan
STATE DN: DATE: 09-28.2021
.n OF . 0.9.2342.19200300.100.1.1=AO141
•.'•..ORIOp: r ���/I 0000000179D834EF80000196AF, DRAWN BY: KILN
���q OA&M. ���, cn=Kevin Nolan,c=US Weather Kinge KLN ��O UB
P� CHECKED BY:
��������������►"����, Date:2021.09.2819:10:45-05'00' PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
REFER TO NOTE 10 ON ASTM D3161 CLASS F OR
SHEET S-0 FOR ROOF SHEATHING ASTM D7158 CLASS H NOTES FOR METAL WALLJROOF PANELS:
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-2A AND S-2.5 2)METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
PROVIDE CONT.METAL - SHALL BE ATTACHED TO 2x4 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
2x4 STUDS @ 16'O.C.
(2)2X4 PROVIDE DOUBLE
T1-11 SIDING, TOP PLATE STUDS AT WALL SIDING
3/'LP SMARTSIDE VERTICAL SEAMS
W PRECISION SERIES
O 190 SIDING,OR
------�-29-GA-METAL-SIDING %B°TREATED PLYWOOD OR -
(REF NOTES) PERFORMAX 500 FLOOR
DECKING.
u r
u3bm t 5'4'
2x6 TRTD FLOOR JOISTS
IV-2' @ 16'O.C.MAX
(4)4x6 TRTD SKID
11'-2"WIDE
NOTE:REFER TO FASTENING SCHEDULE ON SHEETS S-0.1$S-0.2 .
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
BUILDING SECTION
°. J E s° --- UTILITY BUILDING--FL0R1DA--W1ND=160 MPH
--FBC 2020
F : :
.k? No.77209 * PROJECT NO:
Digitally signed by Kevin Nolan SHEET NUMBER
STATE DN: DATE: 09-28 2021
0.9.2342.19200300.100.1.1=AO141 � DRAWN BY: 1-UB
0000000179D834EF80000196AF, CHECKED BY: �N �_�
��� •• ••�`��, cn=Kevin Nolan c=US g a t h e r King KEN
���i, ��n► �,,���� BUILDINGS REVISION: SCALE:NOT TO SCALE
Date:2021.09.28 19:11:19-05'00' PORTABLE
ROOF TRUSS REFER TO DETAIL 5 ON
REFER TO DETAIL 5 ON SHEET 53.1 FOR STRAP ROOF TRUSS
SHEET S3A FOR STRAP ATTACHMENT.(TYP)
ATTACHMENT.(TYP)
LAP THE TOP PLATE LAP THE TOP PLATE
FROM THE SIDE WALL FROM THE SIDE WALL
OVER THE END WALL PLATE OVER THE END WALL PLATE
1Y4'-16 GA METAL AT EACH CORNER. 1Y4"-16 GA METAL AT EACH CORNER;
BRACING STRAP BRACING STRAP
(SEE NOTE,TYP) 4'-O"MAX DOUBLE TOP PLATE (SEE NOTE,TYP) DOUBLE TOP,PLATE
OPENING V-0"MAX OPENING
REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON
SHEET 53.1 FOR STRAP SHEET S3.1 TO.(TYP�ATTACHMENT.(TYP)
ATTACH STRAP TO EACH
STUD WI(2)8d NAILS MIN:
(lyP)
ADDITIONAL 1Y4"-16 GA
8'WIDE FRONT ENDWALL 10'-0"WIDE FRONT ENDWALL s -0"TO3Re"LON Gs-
22'-0"TO 30'-0°LONG
(SEE NOTE,TYP)
ROOF TRUSS
OPTIONAL WINDOW REFER TO DETAIL 5 ON ROOF TRUSS
REFER TO DETAIL 5 ON 36"WIDE MAX(TYP) SHEET S3.1 FOR STRAP
SHEET S3.1 FOR STRAP ATTACHMENT.(TYP)
ATTACHMENT.(TYP)
DOUBLE TOP PLATE LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
1Y4"-16 GA METAL 1Y4'-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
AT EACH CORNER. DOUBLE TOP PLATE
REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON
ATTACH STRAP TO EACH SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
STUD VVI(2)8d NAILS MIN. ATTACHMENT.(TYP) ATTACH STRAP TO EACH ATTACHMENT.(TYP)
(TYP) STUD W/(2)6d 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
\\\\\\1\IIIUIIIfIfff
UTILITY BUILDING-FLORIDA-WIND=160 MPH--FBC.. 2020
*; No.772O9
PROJECT NO:
* 'e Digitally signed by Kevin Nolan SHEET NUMBER
STATE DN: DATE: 09-28-2021 ,
O •� OF 0.9.2342.19200300.100.1.1=A0141 DRAWN BY:
�0R10P"".' ��.`` /�� " 0000000179D834EF80000196AF, KLN �UB
p cn=Kevin Nolan,c=—US eather Kinge 'crIECKEo ev: KLN 212
����fa11111nM\\\� Date:2021.09.28 19:11,50-05'00' 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
OVER THE END WALL PLATE OVER THE END WALL PLATE
AT EACH CORNER. AT EACH CORNER.
1Ye-16 GA METAL
BRACING STRAP ,
(SEE NOTE,TYP) DOUBLE TOP PLATE
V-0"OPENING .
2x4 KNEE BRACE
REFER TO DETAIL 4 ON EACH SIDE 2x4 FLAT w/2X4 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. YLI . (2) STUDS EACH
(TP) WL SIDEE OF DOOR
1 V-2"WIDE FRONT ENDWALL
9'-0"OPENING
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP ROOF TRUSS 11'-2"WIDE FRONT ENDWALL
ATTACHMENT'(TYP) W1 ROLL-UP DOOR(OPTIONAL)
LAP THE TOP PLATE
'FROM THE SIDE WALL NOTES FOR ROLL-UP DOOR OPTION:
OVER THE END WALL PLATE
1Y,"-16 GAMETAL AT EACH CORNER. 1.FOR BUILDINGS SHEATHED WITH T1-11 OR LP SIDING, PROVIDE FULL HEIGHT
BRACING STRAP %e°OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL.
(SEE NOTE,TYP) ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2Ya"x 0.113"RING SHANK
DOUBLE TOP PLATE NAILS SPACED AT 3"MAX.
X
2.FOR BUILDINGS SHEATHED WITH METAL SIDING,PROVIDE Y/e"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 23/B x 0.113"
ATTACH STRAP TO EACH ATTACHMENT.(TYP) RING SHANK NAILS SPACED AT 3"MAX.
STUD W/(2)8d NAILS MIN.
(TYP)
1 V-2"WIDE REAR ENDWALL
NOTE:METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING,PLYWOOD,OR OSB
%%
Iv -- 2020
°: s° UTILITY BUILDINGFLORIDA--WIND=160 MPH--FBC
* J NO.77209 •";* PROJECT NO: ..
* o Digitally signed by Kevin Nolan SHEET NUMBER
DN: DATE: 09-28-2021
J41. ,p OFF 0.9.2342.19200300.100.1.1=A01410 � DRAWN BY: KILN�'.��� �ORf�P'•• ,��0��+ /" C//c�jjj�C00000179D834EF80000196AF, Weather
King
® CHECKED BY:. KILNS-2.3-UB
cn=Kevin Nolan,c=U5
Date:2021.09.2819:12:36-05'00' PORTABLE BUILDINGS REVISION:
SCALE:NOT TO SCALE
r
1
GENERAL NOTES; 2x4 TRUSS (2)Zx4 TRUSS
PLATE P 4-3 4-3 4-3" PLATE
1.REFER TO SHEET S-0 FOR DESIGN LOADS. 12
(n'.)
2.MAXIMUM TRUSS SPACING=24-O.C.UNLESS NOTED OTHERWISE. �� 5 5'-10' 5'-10-
3.TRUSS TOP CHORD SHALL BE BRACED W/STRUCTURAL WOOD 12
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. 8 0- 1si x4 2 -1 5
4.ALL TRUSS MEMBERS ARE TO BE SPF#2 OR BETTER. a
5.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20) 1 x4 HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS. ALL TRUSS MEMBERS TO BE 2x4 SPF#2
6.REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE 2x4 TRUSS
PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR MAX REACTIONS PLATE (TYP)
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 1-1240 LIVE LOAD AND L1180 TOTAL LOAD. GRAVITY: 204 LBS.
8.LOAD DURATION ADJUSTMENT FACTORS:ROOF LIVE:1.25 8,WIDE UTILITY TRUSS MAX REACTIONS
WIND: 1.60 HORIM 71 LBS.
NET UPLIFT: -309 LBS.
9.REPETITIVE MEMBER INCREASE:1.15 2x4 TRUSS 5'-3" GRAVITY: 284 LBS.
PLATE (TYP)
1z
11'-2"WIDE UTILITY TRUSS
'v -15
L�1�1 -0"
ALL TRUSS MEMBERS TO BE 20 SPF#2
MAX REACTIONS
HORIZ: 64 LBS.
NET UPLIFT. -276 LBS.
GRAVITY: 254 LBS.
10'WIDE UTILITY TRUSS
°° J E s °---4 UTILITY BUILDING--FL0R1DA--W1ND=160 'MPH--FBC 2020
*; No.77209
PROJECT NO:
* - Digitally signed by Kevin Nolan SHEET NUMBER
STATE DN: DATE: 09-28-2021
':� �'•�+� OF P ;'• �� 0.9.2342.19200300.100.1.1=A0141
�ORIV. C DRAWN BY: KLN
��� •'•• �.` /" c//v/�/` 0C0Kevin N9D834EF80000i 96AF, 1 ' t h e r K t S 2 4 UB
i
cn=Kevin Nolan,c=US CHECKED By'. KLN
Date:2021.09.2819:13:17-05'00' PORTABLE R U I to D 1 M G S 'REVISION: SCALE:NOT TO SCALE
(2)2x4 TRUSS
2x4 TRUSS 2x4 TRUSS 2x4 TRUSS PLATE
PLATE (TYP) 5 5 PLATE (TYP) 5tge• 5'- n PLATE (fYP) 5'-10-" 5'-108"
4'-38" 4'-38"
12 12 12
�oLm —17 rim 17 �`�m 17
2x4
8'-0° I N 10'On `y 1 T_2"
ALL TRUSS MEMBERS TO BE 2x4 SPF#2 ALL TRUSS MEMBERS TO BE 2x4 SPF#2 ALL TRUSS MEMBERS TO BE 2x6 SPF#2
(UNLESS NOTED OTHERWISE)
MAX REACTIONS MAX REACTIONS MAX REACTIONS
HORIZ: 105 LBS. HORIZ: 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
2x4 TRUSS 2x4 TRUSS 2x8 TRUSS 5'-10 88§" 5'-1085 8 2x4 TRUSS
PLATE (TYP) PLATE (TYP) 5'-35" 5'-38" MEMBER PLATE (TYP)
4,-3e" 4,�8n
12
12 13 13
13
12 rim 12 n�m 7 2
7r 7r i7
N I �
ALL TRUSS MEMBERS TO BE 2x4 SPF#2 ALL TRUSS MEMBERS TO BE 2x4 SPF#2 ?ALL TRUSS MEMBERS TO BE 2x4 SPF#2
(UNLESS NOTED OTHERWISE)
MAX REACTIONS MAX REACTIONS MAX REACTIONS
HORIZ: 125 LBS. HORIZ: 105 LBS. HORIZ: 175 LBS.
NET UPLIFT: -225 LBS. NET UPLIFT: -187 LBS. NET UPLIFT: -314 LBS.,
GRAVITY: 208 LBS. GRAVITY: 175 LBS. GRAVITY: 288 LBS.
8'WIDE DORMER TRUSS 10'WIDE DORMER TRUSS 12'WIDE DORMER TRUSS
NOTE:MAX TRUSS SPACING=18"O.C.
O
,,,pqunu�
° ,,J,
E s °-- UTILITY BUILDING—FLORIDA—WIND=160 MPH--FBC. 2020
?* No.77209 y
PROJECT NO:
* Digitally signed by Kevin Nolan SHEET NUMBER
STATE 3 DN0 .�. DATE: 09-28 2021
A OF 0.9.2342.19200300.100.1.1=AO141
'���•••'•............,. •• ,�` / ✓/ v�i�. DRAWN BY: I I P ,�� 0000000179D834EF80000195AF, ��� KI
MOIL ® KILN S-2.5-�B
� =Kevin Nolan,c=US � CHECKED BY:
4p�iaanNAL,a�p� �/
Date:2021.09.2819:14:01-05'00' PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
ATTACH SIDING TO METAL DRIP EDGE,
WALL FRAMING CONT.2x TREATED RIM BOARD ATTACH TO ROOF ROOF DECKING
W/23/"x 0.113"RING W/3"NAILS @ 6"INTO BRIDGING w/1"x3/4"STAPLES
SHANK NAILS Q 6°O.C. &(3)3"NAILS TOENAILED INTO SKID @ 12"O.C.
IN FIELD&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
by SIMPSON MTS16 STRAP
P.T.PLYWOOD w!(7)10d x 1Y2"NAILS(MIN)IN
SOFFIT w/(2)2° EACH END OF THE STRAP
NAILS AT EACH AT EACH TRUSS. WRAPAROUND
(3)3"NAILS = TRUSS AND NAIL TO WALL TOP PLATE
CONT.2x4 TRTD V WHEN TRUSS DOES NOT LINE
BRIDGING W/ O SKID TOE NAIL TRUSS UP WITH A WALL STUD BELOW.
7z x REF'DETAIL 4/S-3.0 FOR AN
(5)3"NAILS IN v� TO TOP PLATE W!
1-TYPICAL DETAIL EACH SKID z (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
ROOF TRUSS
DOUBLE 2x4(TYPI
ENDWATOP PLATE 3"NAILS @ OPENINGS
L HEADER FOR
6'O.C. OPENINGS UP TO 9'-0°.
SIDEWALL HEADER FOR
OPENINGS UP TO 4'-0'.
(2)2x4 w/Yle'OSB
FLITCH PLATE
NOTE: (1)2x4,FLAT NOTE: SIDEWALL HEADER FOR
ALL MEMBERS ALL MEMBERS OPENINGS UP TO 6'-W.
(ROOF
OSB
MTS18 STRAP, ARE 2x4 ARE 2x4,LINO
SIMPSON 0.152 x 6" (2)2x8 w/��s'ATE
FLITCH PLATE
SS SCREW. SIDEWALL HEADER
0)OR 38"MAX (3)3"NAILS 38"MAX FOR OPENINGS
T AT EACH (TYP) UP TO 9'-0"
S. NOTES:
1.PROVIDE 2x4 JACK STUD UNDER EACH END OF LOAD
NOTE:REFER TO 3/S3.0 FOR INFO NOT SHOWN. STUD BEARING HEADERS.NAIL TO ADJACENT STUD PER
FASTENING SCHEDULE. NOT REQUIRED AT END WALL
4-ALTERNATE TRUSS OPENINGS.
DETAIL Cad ENDWALL DETAIL SIDEWALL
HOLD DOWN DETAIL
5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE
w�uuq���
E NO, ---- UTILITY BUILDING--FLORIDA--WIND ' 160 MPH- . FBC 2020
F .
* N0.77209 �• 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
Digitally signed by Kevin Na an - DATE: 09-28-2021
DN: ,,y/q� �p DRAWN BY: Q
..O...... ' � 0.9.2342.19200300.100.1.1=A0141000000 � �.�p Kinge
KILN S-3.�-UB
ONA4,' ,�����,,,, 017 C—US 834EFS0000196AF,cn=Kevin Nolan, 1♦sn� CHECKED BY. _
nuu Date:2021.09.28 19:14A3-0511W PORTABLE BUILDINGS SCALE:1"-1'-0
ROOF TRUSS TOP PLATE VARIES(SEE PLAN)
(TYP) JOINT CONT.DOUBLE
TOP PLATE
BOTTOM PLATE
JOINT
TREATED 2x4 x V-0"LONG
SPLICE PLATE CENTERED
ON SPLICE,EACH SIDE OF TREATED 4x8
STUD SKID w/2 ROWS 10d NAILS SKID
(TYP) 24" MIN Q 4'O.C.STAGGERED
1 WALL TOP PLATE SPLICE DETAIL 1Y4' 18 GA STEEL STRAP.
WRAP AROUND JOIST&
ATTACH TO JOIST 2-SKID SPLICE DETAIL
SIMPSON MTS16 STRAP W/(4)10d X 1Y2'NAILS
w/(7)10d x 1Y2"NAILS(MIN) EACH SIDE OF JOIST.
IN EACH END OF THE ROOF DOUBLE
STRAP AT EACH TRUSS. TRUSS TOP PLATE
WRAP AROUND TOP PLATE. 1y'-16 GA STEEL STRAP.
REF DETAIL 4/S-3.0 FOR AN WRAP OVER WALL TOP 3"NAILS
ALTERNATE HOLD DOWN PLATE.PROVIDE(3)8d 2x4 STUD
OPTION IN LIEU OF THE NAILS INTO TOP OF PLATE. @ 12"O.C. (END WALL)
METAL STRAP. PROVIDE(5)10d NAILS MIN
INTO STUD/SIDE OF PLATE. (2)2x4 STUDS
(SIDE WALL)
PORCH POST
BEYOND. (2)2x4 TOP PLATE
REF DETAILS ON w/CONT.%"x 5V4' 4/44E
SHEET S3.2 FOR PLYWOOD SOFFIT �'1
ADD'L INFO. EXTENDED FROM �•,
3"NAILS @ 12'O.C.
BUILDING STUD STAGGERED
[T
NOTE:REFERT03/S3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL
3-PORCH EAVE DETAIL SCALE=1Y2"=T-0" SCALE=1Y2"=V-0"
, �'���,,,"„L„No. 50BUILDING—FLORIDA—WIND=160MPH-=FBC 2020
�o JUTILITY
.k N0.77209 •:*Z 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: 09-28-2021
� ••''•C,,�OR►►�,• O` DNDig��IIyslgnedbyKevinNolan DRAWN BY:,, 0.9.2342.19200300.100.1.1=A01410C0000017 Weath r Kingoo I�LN 841,,�Q••••' ,, CHECKED BY: KLN
! / v Date:2 21.000819:1 .2 Kevin Nolan,SUS PORTABLE BUILOING�
Date:2021.091819:15:29-OS'00' REVISION: SCALE:1"=1'-0
REF DETAILS 3/S-3.1&4/S-3.0 REF DETAILS 3 S 4/S-3.0
FOR ROOF TRUSS HOLD- FOR ROOF TRUSS HOLD-
DOWN INFORMATION DOWN INFORMATION
NOT SHOWN FOR CLARITY
(2) a"x 6"LAG NOT SHOWN FOR CLARITY
%
SCREWS THROUGH (TYP) (TYP)
TOP PLATES INTO A ROOF TRUSS
4x6 P.T.POST (TYP)
e/"P.T.PLYWOOD
CEILING AT PORCH
ONLY.
(2)%B x 6"LAG
4x6 P.T. SCREWS THROUGH
POST TOP PLATES INTO
4x6 P.T.POST
P.T.1x PORCH BOARDS
w/(2)3"NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST DOUBLE TOP PLATE
END WALL EXTENDED
4x6 P.T. TO PORCH POST
(6)3"x 0.131"RING POST
SHANK NAILS(MIN)
FROM END JOIST 4x8 P.T.SKID
INTO CORNER POST P.T.1x PORCH BOARDS BOTTOM PLATE
1-CORNER PORCH POST DETAIL EACHFLOORJOIST. (TYP)
4x8 P.T.
POST P.T.1x PORCH BOARDS
w/(2)3"NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST REF DETAILS 1&2/S3.2 48 P.T.SKID
FOR POST BASE
ATTACHMENT FLOOR JOIST
(8)3"x 0.131"RING PORCH VARIES(SEE PLAN) (TYP)
SHANK NAILS(MIN) 4x6 P.T.SKID
FROM JOIST INTO
POST
NOTE:REFER TO DETAILS 1/83.2 AND 2/S3.2 FOR INFO NOT SHOWN.
NOTE:REFER TO 1/S3.2 FOR INFO NOT SHOWN.
2-INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION
,,,,�omwn►►iu��,►
° �E V* UTILITY BUILDING--FLORIDA -WIND=160 MPH--FBC 2020
* N0.77209 :* 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
•jQ� STAT0 E : Dlgitallysigned by Kevin Nolan DATE; 09-2&2021
�i'O•'•,A OF .� ON: DRAWN BY:
KLN
79DB34EF80000196AF,cn=Kevlln Nolan,001 Wicather . King® CHECKED BY: KLN S 32 UB
�i •'•....... ��
i,,���►UuNAL N����� REVISION:
Date:2021.09.2819.16:15.05'W PORTABLE BUILDINGS SCALE:1"=V-0 .
REFER TO DETAIL 1/8-3.3
FOR ATTACHMENT OF 29 GA METAL PANEL
METAL ROOFING TO
THE ROOF DECKCEACH
Y4"-14 SELF DRILLING
DOUBLE SCREW w/WASHER w/WASHER Q 3.5'5.5%3.5-O.C.
TOP PLATE SPACED @ ID O.C. �^ 5Y2^ 3Y^ (EACH SIDE OF EVERY MAJOR RIB)
ALONG EA SIDELAP
N MTS16 STRAP
29 GA.METAL SIDING. 0d x 1Y2"NAILS(MIN)IN
ATTACH TO GIRTS PERND OF THE STRAP
DETAIL 3/S-3.3H TRUSS. WRAP AROUND
IL TO WALL TOP PLATE
WHEN TRUSS DOES NOT LINE 2x FRAMING
UP WITH A WALL STUD BELOW.
REF DETAIL 4/S-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 0.131"RING SHANK
NAILS(TYP) 29 GA METAL PANEL
Y4-14 SELF DRILLING #10-14 x iy"WOOD SCREW
w SCREW w/WASHER w/WASHER @ 9"O.C.
SPACED @ 24"O.C. 9"TYP (ONE SIDE OF EVERY MAJOR RIB)
ALONG EA SIDELAP
w/WA
29 GA METAL PANEL x WOOD SCREW
/WASHEE mR Q 9"O.C. �
(ONE SIDE OF EVERY MAJOR RIB) F
SPACE SCREWS AT 16"O.C.MAX co
ALONG PANEL LENGTH. 2x4 STUDS @
U 18°O.C.
2x FRAMING
ROOF DECKING
FASTENING PATTERN AT INTERIOR PANEL SUPPORT
2x FRAMING SPACED
AT24"o.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=1 2"=1'-0
,,,,,��gsuuupug7,,i
o ----.. BUILDING--FL0R1DA"-W1NfflnD=160 MPH-- 2020
� UTILITY
* N0.77209 * NOTE: REFER TO FASTENING SCHEDULE ON SHEETS 3-0.1 AND 5-0.2 FOR - PROJECT NO:
3 _ SHEET NUMBER
*' C ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
STATE Digitally signed 6y Kevin Nolan DATE: 09-28-2021
i OF P. DN: DRAWN BY: KLN
0.9.2342.19200300.100.1.1
Weather
"S�......RID � " ,�C 9D834EF80000196AF,cn AKevin Nolan00 Ki
® CHECKED BY: KILN . UB
7UUmsss��� Date:2021.09.2819:17:04-05'00' PORTABLE BUILDINGS REVISION: SCALE:1"=1'-0
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING I I I I I I I
AT SIDING HORIZONTAL JOINTS. I I I I I I I
ATTACH TO FRAMING w/VOW' I I I I I I I
STAPLES AT 12"O.C.(TYP) L —J J I I
I I I
I I I
FRONT ELEVATION VOORAND WINDOW LOCATIONS
VARY PER CUSTOMER. SIDE ELEVATION..�7:z:
I I I PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS.
L L—J J ATTACH TO FRAMING w/1"x3/"
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
° BUILDINGissill—FLORIDAllsill—WIND=160BC 2020
° EUTILITY MPH--F
F
* N0.77209 •;* - PROJECT NO:
o * = Digitally signed by Kevin Nolan SHEET NUMBER
�j•;• STATE
DN: DATE: 1111-281121
O OF V• ,0.9.2342.19200300.100.1.1=A0141 DRAWN BY: KLN
''���'�'•..OR� .•� •,� Jti 0000000179D834EF80000196AF, Weather K.
® CHECKED BY: KLN +UB
..... cn=Kevin Nolan,SUS
apm��up�a Date:2021.09.2819:19:37-05'00' PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE