HomeMy WebLinkAboutProduct Approval ShedF16 nl*d
Pr i�nt B' U�i
P2FUN %t&nufacturedWdin9Pr6gmni-
roesfoija�e8u4ari
2601 BlairStoneRoad
Tallahassee, Florida 32399-o772
Phone: 850.487.1824:- Fax: ,850.414,8436
Halsey -B Se&etary, ------- esheafs,,
Ron DeSandsl Govemor
�"O
S F6bivary - 2021
j9,
tev e. Perry
1221 SW Eaculyptus Ave
Arcajdiaj'FL 34266
RE: Manufacturer, Certification; ID MAF-9749;'Expiration 'OAe:,,,Febr'u6ry 64, 2024
DearStevePerry
It is my p]leasure to inform 'You, that Weatherl<lng-j,-:z FL, located at 1221,SW Eac61yiJtus'Ave',-
Arcadia, FL 34266, 'has been 4
p proved 6" derfhe-Manbfac ured Buildings ngs Program, 'as provided
n
for under'Chapter 553, Part 1, Florlda Statutes, to.,rnanuf6cture-Storage Sheds, for installation in
Florida
Construction or modification on a manufactured building, cannot "begin 'until the Third,Party
Agency has'approved, the pla,ns In accordance with thelcbrrent Flor"Ida B 'Ildln6i Co8e.m Your Third
u
.Party, Agency is a 'contractor for the DepArtment and has statutory authority and responsibilities
that must be met to maintain approved status. You -ma expectand'de mand
review 'and" inspections, Y uallty'plans
Each c6db,chan'ge, will make y,66'r plans obsolete untll• th ,and
ey have been'reviewedi-approved
in0`7ated [on,;the cover page of the plans] for,compliance with the Code.by y6u "Third Party
, r
pe
Agency for. plans review, Please ensure thatyourplans'are,in compllance'and,are-Oro' My
i
postedl6n:our website. All site -;:related installation _ -issues are subject to the local 'authority .
having jurisdiction.'
The Department'scontractor will make unannounced- monitoring Visits at 16ast,,once, each year.
Yo6;t6.ust grant complete,access to'yourmanufactuiring' facility and records to r6mairrin.,
compliance with the rules ,and .regulations of this program.
Your 6eriificiatibn is approved for three years from:;1this'dbie. You ;will receive a renewal notice by -
Email generated'ci.
by the BCIS (www.floridabuildinorg) fon'driline renewal if ybu.have questions
you may contact Robert Lorenzo,at 850�-.717r.1835 cir,6ur FAX at 850-414-8436.,
Please, visit.our website at w'ww floridabuilding,orq to'see valuable information ion the Florida
Manufactured Buildings Program. A copy of this, letter must accompany'applications for local
building permits
Sinter*,,.
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
Vult =140 MPH
Vult =160 MPH
RISK CATEGORY 1
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCPi = t0.18
4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING.
LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR
ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS
SHALL BE SPACED EQUALLY.
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.
8. 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.
�•v�GENS�;•• v .
* j No.77209 •;
e
0 ATE
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��i.. ONAL �p
WEATHER KING
P.O. BOX 108
PARIS, TN 38242
MASTER ANCHORING PLANS--FL0R1DA1"-FBC 2020
Digitally signed by Kevin Nolan
DN.
0 9 2342.19200300.100.1.1=A01
/�Z/��/�� 4'10C00000179D834EF80000196
.� AF, cii=Kevin Nolan, r—US
Date: 2021.09.20 20:08:28-OS'00'
s
DATE: 09-20-2021
DRAWN BY:. KLN
CHECKED BY. KLN
SHEET NUMBER
S-0-AP
SCALE: NONE
14 N0L9,L�'a
* ' No.77209
STATE
O ' , OF
�ORW
SCHEDULES FOR GROUND ANCHORS W/ STRAPS
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12'-0"
14W
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
.30'-0"
32'-0"
8'-0"
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"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
8'-0"
3
3
4
4
4
5
-
-
-
10'-0"
3
3
3
3
4
4
4
4
5
5
5
11'-2"
2
3
3
4
4
4
4
5
5
5
1 5
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'-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
11'-2"
-
4
4
4
5
5
1 5
5
6
1 6
7
7
MASTER ANCHORING PLANS-FLORIDA-FBC 2020
f` Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DN: DATE: 09-20-2021
�0.9.2342.19200300.100.1.1=AO141 17 DRAWN BrKLN S-1.0-AP
0000000179D834EF80000196AF, rCHECKED BY: KLN
cn=Keevin Nolan, c=US
.,; Date: 2021.09.2020:09:01-05'00' PORTABLE 13UILDINGS REVISION: SCALE:
* ; No.77209
STATE
O . ' OF
•.�ORIOP
•���iS�OAIX
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"
12'-0"
14'-0"
16'-0"
18'-0°
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0-
37-0-
8'-0"
2
3
3
4
4
5
10'-0"
2
3
3
3
4
4
5
5
5
6
6
11'-2"
-
2
3
1 3
3
3
1 3
4
4
4
4
5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
17-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
6'-01
4
4
5
5
6
6
-
10'-0"
3
4
4
4
5
5
6
6
6
7
7
11'-T
3
4
4
5
5
5
5
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'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0.
8'-0"
5
5
6
6
6
7
-
-
-
10'-0"
4
5
5
5
6
6
7
7
8
9
9
4
5
5
6
6
7
7
8
8
8
9
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
€' Digitally signed by Kevin Nolan
5 DN.
A09.2342.19200300.100.1.1=A01410
E00000179D834EF80000196AF,.
cn=Kevin Nolan, c=US
Date: 2021 .09.20 20:09:23-05'00'
Y
I DATE: 09-20-2021
DRAWN BY. KLN
I CHECKED BY: KLN
SHEET NUMBER
S-1.1-AP
SCALE:
CONCRETE SLAB
TIE DOWN ANCHOR.
REFER TO SCHEDULE
FOR SPACING (TYP)
ATTACH ANCHOR TO
CONCRETE W/%a" DIA.
EXPANSION BOLT W/
3" EMBEDMENT (TYP)
* ; • No.77209
2 ?�
STATE
:L�S • �ORIQ
'4i SjQ1VAl��oJ•
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
\ VERTICALLY. ATTACH TO RIM JOIST
ATTACH ANCHOR TO W/ (6) 10d NAILS MIN.
RIM BOARD WIY2" 0
BOLT W/ WASHER
(GALV.)
20 GA x 1j'a WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
CV
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FINISH FOR ANCHOR INFO. FINISH OUTSIDE
GRADE GRADE STUD (TYP)
1-BOLTED EYE ANCHOR DETAIL
20 GA. x 1X" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUR SPECS.
OUTSIDE
SKID (TYP)
WJ¢O
FINISH
VO v
J
GRADE
w m
maw
2-TYPICAL ANCHOR W/ STRAP DETAIL
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
V 0 ROD x 48" LONG w/ (1) 6" HELIX
%" 0 ROD x 48" LONG w/ (1) 6" HELIX
4a
%a 0 ROD x 48" LONG w/ (2) 4" HELIX
EYE ANCHOR - WO ROD x 48" LONG wl (1) 6" HELIX
EYE ANCHOR -%/ 6 ROD x 48" LONG w/ (1) 6" HELIX
NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
DESCRIPTION.
L CONCRETE SLAB ON
GRADE BY OTHERS.
4° MIN
3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL
MASTER.
ANCHORING PLANS.-FLORIDA-FBC 2020
V Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DN:
09-20-2021
DATE: S-2.0-
AP
0 9 2342.19200300.100.1.1=A0141 W-• � ORAWN BY: I(LN
0000000179D834EF80000196AF, CHECKED BY: KLN
cn=Kevin Nolan, c=US �»
iZ Date: 2021.09.20 20:09.43 -05'00' PORTABLE BUILDINGS REVISION: SCALE:1"=1'-0
0
I.�
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
ATTACH ANCHOR TO W/ (6)10d NAILS MIN.
RIM BOARD W! Y" !3
-\f.g4�F
BOLT W/ WASHER
(GALV.)
FINISH
GRADE
N
REFER TO SCHEDULE tBLOCK
FOR ANCHOR INFO.
IONAL 16"x16"A"SOLID MASONRY
PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING.
1-BOLTED EYE ANCHOR 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"
18'-0-
20'-0"
22'-0"
24'-0"
26'-0"
2&-0'
3W-0"
32'-0"
8'-0"
2
3
3
3
-
-
10'-0"
2
2
2
3
3
3
-
11
11'-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 12 INCHES OF EACH
BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL
BE SPACED EQUALLY.
20 GA x I& WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
OUTSIDE BOLT PER MANUF. SPECS.
SKID (TYP)
REFER TO SCHEDULE I I f I u FORANCHORINFO. u
r
OPTIONAL 16•x16"x4" SOLID MASONRY
'PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING. (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
FINISH
GRADE
L xv, - NO MASTER ANCHORING PLANS-FLORIDA-FBC 2020
* ;• N0.77209 • ; * % - o PROJECT NO: '
Digitally signed by Kevin Nolan HE NUMBER
g SHEET N E
2 0 i tr DN: DATE: 09-20-2021
STATE
O °: A OF Q •=' 0.9.2342.19200300.100.1.1=A014 DRAWN BY: n
<OR/0,.� $:� 70000000179D834EF80000196A KLN S-2 -Ar
1, S �J ^'° � "' er m CHECKED BY: KLN
��i„�pNAL `��.�` F, cn=Kevin Nolan, r—US �y y�
�;. Date: 2021.09.20 20:10:06 -05'00' PORTABLE BUILDINGS REVISION: SCALE-1"=1'-0
GENERAL NOTES:
1. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH
THE 2020 FLORIDA BUILDING CODE (FBC).
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF
MANUFACTURE.
3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
4. STRUCTURES ARE CLASSIFIED AS "MINOR STORAGE
FACILITIES' (RISK CATEGORY 1) PER TABLE 1604.5 AND
SHOULD NOT BE USED FOR HUMAN HABITATION.
5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I
STRUCTURES PER FIGURE 1609.3(4) OF THE 2020 FBC.
6. SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL
7. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT
IN FLOOD HAZARD AREAS.
8. IN ACCORDANCE WITH FBC 1609.1.2, STORAGE SHEDS NOT
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA
OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS
OF THE 2020 FBC.
9. IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT ARE 400
SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN
CONJUNCTION WITH ONE -AND TWO- FAMILY RESIDENCES
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF THE 2020 FBC.
10. ALL ROOF DECKING IS TO BE 7,s" OSB, I%2 PLYWOOD,
Yi PLYWOOD, OR EQUIVALENT. FASTEN ROOF SHEATHING TO
ROOF FRAMING WITH 23/" RING SHANK NAILS SPACED AT
6" MAX, UNLESS NOTED OTHERWISE ON SHEET S-1.5.
11. ALL SIDING IS TO BE TREATED T1-11. LP SMARTSIDE
PANEL, OR 29 GA. METAL SIDING.
NO k
* ; No.77209
STATE
°2.-IpNAL�`o
12. ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED
SYP #2, OR BETTER.
13. ALL UN -TREATED WOOD FRAMING IS TO BE TO BE
SPF #2 OR BETTER, UNLESS NOTED OTHERWISE
14. WOOD FRAMING SHALL COMPLY WITH THE ANSI/AWC
"NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD
CONSTRUCTION", 2018.
15. ALL FLOOR DECKING IS TO BE %" TREATED PLYWOOD
OR 5/e PERFORMAX 500 FLOOR SHEATHING. FLOORING
CLOSER THAN 18 INCHES TO EXPOSED GROUND SHALL
BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED
WOOD IN ACCORDANCE WITH 2304.12.1.1.
16. ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED,
RATED FOR GROUND CONTACT.
17. REFER TO THE SUPPLIED FASTENING SCHEDULE FOR
FASTENING BASED ON CONNECTION AND LOCATION OF
MEMBERS AS PER THE 2020 FLORIDA BUILDING CODE
TABLE 2304.10.1, UNLESS NOTED OTHERWISE.
18. ALL EXTERIOR NAILS ARE TO BE ZINC COATED.
19. STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT
SHINGLES CONFORMING TO ASTM D3161 (CLASS F)
OR ASTM D7158 (CLASS H) OR 29 GA METAL ROOF PANELS.
20. SECTIONS AND DETAILS SHOWN ARE INTENDED TO BE
TYPICAL AND SHALL APPLY ATALL SIMILAR LOCATIONS,
UNLESS NOTED OTHERWISE
21. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO
TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS
SUBJECT TO LOCAL JURISDICTION APPROVAL
22. BUILDINGS HAVE NOT BEEN DESIGNED FOR HVHZ
REQUIREMENTS AS SET FORTH IN THE 2020 FBC.
DESIGN CRITERIA
ITEMS BY OTHERS:
1. RISK CATEGORY I
THE FOLLOWING ITEMS MAY BE SUPPLIED AND
_ INSTALLED BY OTHERS. THESE ITEMS MAY BE
2. LIVE LOADS:
SUBJECT TO LOCAL JURISDICTION APPROVAL
FLOOR: 40 PSF
WEATHER KING PORTABLE BUILDINGS IS NOT
ROOF: 20 PSF
RESPONSIBLE FOR THESE ITEMS.
3. DEAD LOADS:
1. THE FOUNDATION AND TIE -DOWN SYSTEM
FLOOR: 4 PSF
ROOF: 5 PSF
2. RAMPS, STAIRS, AND GENERAL ACCESS
WALLS: 3 PSF
3. ELECTRICAL SERVICE HOOKUP
4. WIND LOADS ARE BASED ON THE FOLLOWING:
Vult =160 MPH (2020 FBC FIGURE 1609.3(4))
Vasd =124 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT.
GCpi = ±0.18
COMPONENTS & CLADDING:
EFFECTIVE WIND AREA, Ae =10 FT'
ROOF -ZONE 1 = 19.3,-30.6 PSF
ROOF -ZONE 2 = 19.3, -53.3 PSF
ROOF -ZONE 3 = 19.3, -78.9 PSF
WALL -ZONE 4 = 33.5, -36.3 PSF
WALL -ZONE 5 = 33.5, -44.8 PSF
EFFECTIVE WIND AREA, Ae = 20 FT'
ROOF -ZONE 1 = 17.6, -29.8 PSF
ROOF -ZONE 2 = 17.6, -49.0 PSF
ROOF -ZONE 3 = 17.6,-73.7 PSF
WALL -ZONE 4 = 320, -34.8 PSF
WALL -ZONE 5 = 32.0, -41.8 PSF
NOTE C&C WIND PRESSURES SHOWN MAY BE
REDUCED FOR LARGER AREAS AS ALLOWED
BY CODE
5. CONSTRUCTION TYPE: V-B
6. OCCUPANCY GROUP U
WEATHER KING
P.O. BOX 108
PARTS, TN 38242
UTILITY BUILDING-FLORIDA-WIND=160 MPH--FBC 2020
9' Digitally signed by Kevin Nolan
1'KVJCV 1 IVV:
SHEET NUMBER
'j DN.
�1 0 9 2342.19200300.100.1.1=A0141
//� v/j'�/ 0000000179D834EF80000196AF,
�
DATE: 09-28 2021
S-01
DRAWN Br KLN '
F --cn=Kevin Nolan,c=US
KI
CHECKED ev: KLN
f Date: 2021.09.2819:04:50-05'00'
y� �y w� �+.
PORTABLE-7pFif ea7 s71
REVISION:
SCALE: NONE
FASTENING SCHEDULE
DESCRIPTION OF BUILDING ELEMENT
NUMBER AND TYPE OF FASTENER
SPACING AND LOCATION
ROOF FRAMING
3-8d COMMON (2)2' x 0.1317
1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO
3-10d BOX (3' x 0.128)
'
EACH END, TOENAIL
TOP PLATE OR OTHER FRAMING.
3-3' x 0.131' NAILS
3 -3' 14 GAGE STAPLES, % CROWN
2-8d COMMON (2Yi' x 0.131')
2-3' x 0.131' NAI S
EACH END, TOENAIL
2. BLOCKING BETWEEN RAFTERS NOTATTHEWALLTOP
2- 3' 14 GAGE STAPLES
PLATE' TO RAFTER.
2-16d COMMON (S x0.16Y)
3-3'x0.131'NAILS
END NAIL
3-3' 14 GAGE STAPLES
COLLAR TIE TO RAFTER
REFERENCE SHEETS S-2A AND 3-2-5
3-10d COMMON (3' x 0.148')
3-16d BOX (3;V x 0.135-)
p
RAFTER OR ROOF TRUSS TO TOP PLATE
4- 10d BOX(3'x 0.128')
TOENAIL
4-3' x 0.131' RAILS
4- 3' 14 GAGE STAPLES. Y. CROWN
3-8d COMMON (2Yx• x 0.131')
CEILING JOISTS TO TOP PLATE
3-10d BOX B0X( (3' x 0.728')
3-3'xNAILS
EACH JOIST. TOENAIL
3-714 GAGE STAPLES, Y.* CROWN
WALL FRAMING
16d COMMON (3Y7 x 0.16Y)
24' O.C. FACE NAIL
STUD TO STUD (NOT AT BRACED WALL PANELS)
10d BOX(J-x0.128r)
3' x 0.131' NAILS
16' O.C. FACE NAIL
3-W 14 GAGESTAPLES
t6d COMMON (3 a' x O.16Y)
16' O.C. FACE NAIL
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING
16d BOX (JY'x 0.135.)
17O.C. FACE NAIL
WALL CORNERS (AT BRACED WALL PANELS)
3'x 0.131' NAILS
3-3- 14 GAGE STAPLES, V CROWN
tY O.G FACE NAIL
_-
CONTINUOUS HEADER TO STUD
-4-8d COMMON (W x 0.131-)
4-10d BOX (3' x 0.128)
TOENAIL
16' O.C. FACE NAIL
TOP PLATE TO TOP PLATE
�16dCOMMON'xO.t6Y)
BOX (3' x 0.12-
0.131' NAILS
12' O.C. FACE NAIL
4 GAGE STAPLES, V. CROWN
` �•��GENs�` ,
* j • No.77209
STATOF
DESCRIPTION OF BUILDING ELEMENT
NUMBER ANDTYPE OF FASTENER
SPACING AND LOCATION
WALL FRAMING (CONT.)
8- 16d COMMON(3Y'x OAM
EACH SIDE OF END JOINT, FACE NAIL
TOP PLATE TO TOP PLATE, AT END JOINTS
12-10d BOX(Yx 0.128')
12-3' x 0.131' NABS
(MINIMUM 24- LAP SPLICE LENGTH
12- 3. 14 GAGE STAPLES,%a CROWN
EACH SIDE OF END JODM
16d COMMON (3Y' x 0.1620
16' O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST, OR
16d BOX(3Y' x 0.735�
BLOCKING (NOT AT BRACED WALL PANELS)
3'x 0.131'NAILS
1YO.C.FACENAIL
3.14 GAGE STAPLES, Vie' CROWN
2-16d COMMON (3Y:' x 0.162)
BOTTOM PLATE TO JOIST. RIM JOIST, BAND JOIST, OR
3-1Sd BOX(3Y'x0.735)
1G•O.C.FACENAIL
BLOCIONG(AT BRACED WALL PANELS)
4-3'x O.131'NAILS
4-3.14 GAGE STAPLES.%, CROWN
4-Sd COMMON (2Y; x 0.131')
4-10d BOX (3' x 0.128')
4-3•x O.131'NAILS
TOENAIL
4-3-14 GAGE STAPLES, %' CROWN
STUD TO TOP OR BOTTOM PLATE
2-16d COMMON (372' x 0.162')
3-10d BOX (3' x 0.128)
3-3'x 0.131-NAILS
END NAIL
3- 314GAGE STAPLES. 31 CROWN
'
2-16d COMMON(VF 0.1627
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
3- tOd BOX(3'x0.128")
3-3-x0.131'NAO.S
FACE-
3 -3.14 GAGE STAPLES, % CROWN
- FLOOR FRAMING
3-Bd COMMON (2Y' x 0.131')
JOISTTO SIOD
3-10d BOX (3' x O.12W)
3-3' a (L131' NAILS
TOENAIL
3- 3' 14 GAGE STAPLES. YC CROWN
10d BOX (3' x 0.128')
3' x 0.131' NAILS
24.O.C. FACE NAIL AT TOP AND BOTTOM
3.14 GAGE STAPLES. Ve CROWN
STAGGERED ON OPPOSRE SIDFS
AND:
BUILT-UP BEAMS
3-10d BOX (9' x 0.128')
3-3•x O.131'NAILS
ENDS ANDAT EACH SPLICE, FACE NAIL
3-3' 14 GAGE STAPLES, %e CROWN
3 -16d COMMON (312' x 0.162•)
4-10d BOX (3• x 0.128')
FEND-
JOIST TO BAND JOIST OR RIM JOIST
4-3'x0.I3VNABS
4-3' 14 GAGE STAPLES, Y." CROWN
UTILITY BUILDING-FLORIDA--WIND=160 MPH
1 Digitally signed by Kevin Nolan
DN.
L,0 9 2342.19200300.100.1.1=AD141
0000000179D834EF80000196AF,
r' rn Kevin Nolan, c=US
' Date: 2021.09.2819:0528 -05'09
--FBC 2020
SHEET NUMBER
DATE: 09-28-2021
S01-UB
oluwN aY: KLN
CHECKED BY: KLN
REVISION:
SCALE: NONE
l
FASTENING SCHEDULE (CONT.)
DESCRIPTION OF BUILDING ELEMENT I
NUMBER AND TYPE OF FASTENER
I SPACING AND LOCATION
SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING a
EDGES
INTERMEDIATE SUPPORTS
(INCHES)
(INCHES)
6d COMMON OR DEFORMED (Y x 0.113') (SUBFLOOR
AND WALL)
6
12
6d COMMON OR DEFORMED (27i x 0.131") (ROOF)
6
12
2Y.7.0.113- MAIL (SUBFLOOR AND WALL)
6
12
Y'TOY'
1Y' 16 GAGE STAPLE.%y CROWN
(SUBFLOOR AND WALL)
4
a
2Ye' x 0.113' RING SHANK NAIL (ROOF)
6
12
tY' 16 GAGE STAPLE. /. CROWN (ROOF)
3
6
15scTo Y'
Bd COMMON (ZY2' x 0.731')
6d DEFORMED (2' x 0.113) (SUBFLOOR AND WALL)
6
12
2Y' x 0.113' RING SHANK NAIL
6
12
EXTERIOR WALL SIDING
2Y.'x 0.113'RINGSHANKNAIL
6(SIDE WALL)
6
Y' LP SMARTSIDE PRECISION PANEL OR
Y'TREATEDT1-11 SIDING _
2Y' x 0.11Y RING SHANK NAIL
3 (END WALL)
6
a NAILSSPACEDAT6INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE NABS FORWALL SHEATHING ARE PERMITTED TO BE COMMON. BOX. OR CASING.
b. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN
ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL
NO�p������''
�t'.•v�GEMS�• ;'2
* ; No.77209
p STATE
.0 � OF
•.�O F
UTILITY BUILDING-FLORIDA-WIND=160 MPH--FBC 2020
e Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBE'�R1i
DN: DATE' 09-28-2021 S
o (� ■ ■B
P.9.2342.19200300.1 00.1.1=A0141 � ojuwN 6Y• U
C00000179D834EF80000196AF, �l KLN
n;+'Mir CHECKED BY: jdnj
cn=Kevin Nolan, c=US p g•y��y��
r�
Date: 2021.092819:06:09-05'00' P�aFRli�ltULF—i 13UILDIIQGS � REVISION: SCALE: NONE
32'-0" MAX LENGTH (11'-2- WIDE)
30'-0" MAX LENGTH (10'-0" WIDE)
20'-0- MAX LENGTH (8'-0- WIDE)
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11-2- WIDE
= BUILDINGS ONLY)
I-
II I I I I I I I I I I I I INSIDE 4x6 TRTD SKID
(V * I I I I I I I I I I I I I
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11-2° WIDE
II 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 (8' WIDE) (fYP)
CONT. 2x6 TREATED FLOOR JOISTS @ 16° O.C. MAX (10' & 11'-2" WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
TYPICAL FLOOR FRAMING PLAN
je-°:'E s°:--- UTILITY BUILDING—FLORIDA—WIND=160 MPH--FBC 2020
* ; • No.77209 .
PROJECT NO:
Digitally signed by Kevin Nolan SHEET NUMBER
0 STATE r; DN:MWeajl-her We onTE 09-28-2021
�p • , .c. OF ? � �0.9 2342.19200300.100:1.1=A014 ORAwN, eY:' {dN
<ORt9P ' / /
1'0000000179D834EF80000196AF CHECKED BY:
NoKLN -1.0-UB
lan, r—US
Date: 2021.09.2819:06-42-05-OU PORTABLE gUILDING REVISION: SCALE: NOT TO SCALE
c
o°°J�N MO
* ; • No.77209
* i
STATE
�O A` OFj
CORl9¢
.ZSONAI� �pP`
ars" MAY I FIUf:TH (11'-9" wim=i
30'-0" MAX LENGTH (10'-0" WIDE)
d
c
4'-0" OR 6'-0"
PORCH 2x4 STUD WALL TREATED RIM JOIST
ABOVE (TYP)
3
S32
y
*
II
II
SPAN OF TRTD
PORCH DECKING
4x6 TRTD POST CONT. 2x4 TREATED FLOOR JOISTS @ 16" O.C. MAX. (8' WIDE)
ABOVE (TYP) CONT. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (10' & 11'-2" WIDE)
1 (SPLICED JOISTS ARE NOT PERMITTED)
53.2
TYP
UTILITY CABIN FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11'-2" WIDE
BUILDINGS ONLY)
INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11'-2" WIDE
BUILDINGS ONLY)
UTILITY BUILDING-fLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan V SHEET NUMBER
DN: DATE 09-28-2021
n / 09.2342.19200300.100.1.1=A0141 DRAWN BY'
0000179D834EF80000196AF, �N 8-11-UB
^`+="': WeatherCHECKED BY:Kam n Nolan, r—US
- " Date: 2021.091819:07:10-05'00' PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE
r
* ; • No.77209
,STATE
O OF
•. <OR10P
'!9'11• AAAV I CKI!]Tu 11 Y89^ 1AIMM
30'-0- MAX LENGTH (10'-T WIDE)
a
o
TREATED RIM JOIST
(TYP)
v
3
I
a
S3.2
OPP
v
2x4 STUD WALL
4x6 TRTD-POST
1 2
ABOVE (TYP) CONT. 2x4 TREATED FLOOR JOI
ABOVE (TYP)
5 32 S 3 2
I
(SPLICEDJOISTS ARE NOT PERI
SPAN OF TRTD
PORCH DECKING
12'-0" MAX PORCH
SIDE UTILITY CABIN FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 11'-2" WIDE
BUILDINGS ONLY)
INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 1V-2' WIDE
BUILDINGS ONLY)
;TS @ 16.O.C. MAX. (8' WIDE)
;TS @ 16' O.C. MAX (10' & 11'-2' WIDE)
IITTED)
UTILITY BUILDING-FLORIDA-WIND=160 MPH--FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DN: 4, DATE: 09-28-2021
0.9.2342.19200300.100.1.1=AO141 DRAWN BY:
�0000000179D834EF80000196AF, CHECKED BY: N HIM/cn=Kevin Nolan, c=USKILN
£/ Date: 2021.09.2819:07.44-05'00' PORTABLE BUILDING'S REVISION: SCALE: NOT TO SCALE
L
4 e
a
2x4 STUD WALL
o
ABOVE (TYP)
3
II
S-31
SPAN OF TRTD
PORCH DECKING
TREATED RIM JOIST
4x6 TRTD POST
i 2
�P) CON1
ABOVE (fYP)
S 3.2 S3.2
(SPU
DELUXE UTILITY CABIN FLOOR FRAMING PLAN (OPTIONAL
OUTSIDE 4x6 TRTD SKID
INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
. 2x6 TREATED FLOOR JOISTS @ 16- O.C. MAX.
:ED JOISTS ARE NOT PERMITTED)
E s:----.;
UTILITY BUILDING—FLORIDA—WIND=160 MPH--FBC 2020
No.77209
*
ro '
3 Digitally signed by Kevin Nolan
DN
-PROJECT NO:
SHEET NUMBER
DATE.09-28-2021
STATE
OF Q
092342.19200300.100.1.1=A0141
DC00000179D834EF80000196AF,Wea
- i
5-1.3-�/I B
DRAWN BY: KLN
CHECKED BY' KLN
rnnum
Cn=Keuln Nolan, C=U$
,r Date: 2021.09.2819:09:01-05'00'
,SORTABLE BUILDINGS
SCALE: NOT TO SCALE
REVISION:
m
m
N
KYzlldM004QC 111
OUTSIDE 4x6 TRTD SKID
INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
ATED FLOOR JOISTS @ 12" O.C.
(SPLICED JOISTS ARE NOT PERMITTED)
UTILITY w/ ROLL —UP DOOR FLOOR FRAMING PLAN (OPTIONAL)
J� ENs°:�- UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
* No.77209
• PROJECT NO:
8 * 2 I ; Digitally signed by Kevin Nolan HE UM R
STATE .9.2342.1920
9:2 DATE: 09-28-2021
p0=.+� OF Q . 342.19200300.100.1.1=A0141 DRAWN ev: KLN6
'�, OR10.•� //,�jfj� C00000179D834EF8000.0196AF,
ear �er S-1.4-UB
U 4Cevin Nolan, c=—US CHECKED BY. KLN
Date: 2021.09.2819:0933-05'00' POEITA13LIE BUILDINGS REVISION: SCALE: NOT TO SCALE
KYzlldM004QC 111
OUTSIDE 4x6 TRTD SKID
INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
ATED FLOOR JOISTS @ 12" O.C.
(SPLICED JOISTS ARE NOT PERMITTED)
UTILITY w/ ROLL —UP DOOR FLOOR FRAMING PLAN (OPTIONAL)
J� ENs°:�- UTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2020
* No.77209
• PROJECT NO:
8 * 2 I ; Digitally signed by Kevin Nolan HE UM R
STATE .9.2342.1920
9:2 DATE: 09-28-2021
p0=.+� OF Q . 342.19200300.100.1.1=A0141 DRAWN ev: KLN6
'�, OR10.•� //,�jfj� C00000179D834EF8000.0196AF,
ear �er S-1.4-UB
U 4Cevin Nolan, c=—US CHECKED BY. KLN
Date: 2021.09.2819:0933-05'00' POEITA13LIE BUILDINGS REVISION: SCALE: NOT TO SCALE
• No.77ZO9
•: STATE
O+o of
. tORl9
32'-0° MAX LENGTH (11'-2" WIDE)
30'-0' MAX LENGTH (10'-0' WIDE)
20'-0' MAX LENGTH (8'-0" WIDE)
r
TO SHEETS S-2A AND S-2.5
FASTEN ROOF SHEATHING TO
FRAMING AT 41NCHES O.C. AT
EDGES AND IN THE FIELD WITHIN
THE END STRIP AT EACH ENDWALL
REFER TO FASTENING SCHEDULE
FASTEN ROOF SHEATHING TO
FRAMING AT 6 INCHES O.C. AT
EDGES AND IN THE FIELD, UNO.
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION.
VARIES _ZI-0,",
ROOF FRAMING PLAN
FOR ADDITIONAL INFORMATION. I i I r ,I
ROOF SHEATHING DIAGRAM
UTILITY BUILDING.
-FLORIDA--WIND=160
MPH--FBC
2020
E Digitally signed by Kevin Nolan
DN:
pg$nn // 0 9 2342.19200300.100.1.1=AO141
000196AF,
Dan3
Wtew a t
PROJECT NO:
SHEET NUMBER
DATE 09-28-2021
DRAWN BY:
CHECKED BY: KLNS-1.51
cmKevin NoI0000*1
c=US
.° Date: 2021.09.2819:10:11--05'00'
PORTABLE BUILDINGS
SCALE: NOT TO SCALE
REVISION:
REFER TO NOTE 10 ON
SHEET S-0 FOR ROOF SHEATHING
ROOF TRUSS. REFER TO
SHEETS S-2.4 AND S-2.5
m %" Tt-11 SIDING,
i� V8° LP SMARTSIDE
p PRECISION SERIES
190 SIDING, OR
29 GA METAL SIDING
tO (REF NOTES)
ASTM D3161 CLASS F OR
ASTM D7158 CLASS H
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
AND GABLE ENDS.
REF. DETAIL 3IS-3.0 (TYP)
2x4 STUDS @ 16° O.C.
(2) 2aA PROVIDE DOUBLE
TOP PLATE STUDS AT WALL SIDING
VERTICAL SEAMS
�m (2) 4x6 TRTD SKID t 514°
8'-0"
8' WIDE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
* ? No.77209
11 . �`OF
STATE 0:2�' • /,ORIOQ
F8 TREATED PLYWOOD OR
PERFORMAX 500 FLOOR
DECKING.
REFER TO NOTE 10 ON
SHEET S-0 FOR ROOF SHEATHING
ROOF TRUSS. REFER TO
SHEETS S-2A AND S-2.5
co 5%" T7-11 SIDING,
i. %" LP SMARTSIDE
OOf PRECISION SERIES
190 SIDING, OR
`7 29 GA METAL SIDING
`O ,,(REF NOTES)
ASTM D3161 CLASS F OR
ASTM D7158 CLASS H
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
AND GABLE ENDS.
REF. DETAIL 31S-0.0 (IYP)
2x4 STUDS @ 16" O.C.
(2) 2x4 PROVIDE DOUBLE
TOP PLATE STUDS AT WALL SIDING
VERTICAL SEAMS
04 t 5'-4"
2x4 TRTD FLOOR JOISTS
@ 16° O.C. MAX (2) 4x6 TRTD SKID
10'-0"
NOTES FOR METAL WALLlROOF PANELS:
1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY
SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 1 ON
SHEET S-3.3 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 S-3.3.
3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
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
BUILDING SECTIONS
10' WIDE
%8 TREATED PLYWOOD OR
PERFORMAX 600 FLOOR
DECKING. '
2x6 TRTD FLOOR JOISTS
@ 16" O.C. MAX
REFER TO NOTE 10 ON
SHEET S-0 FOR ROOF SHEATHING
ASTM D3161 CLASS F OR
ASTM D7158 CLASS H
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
ROOF TRUSS. REFER TO
SHEETS S-2.4 AND S-2.5
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
AND GABLE ENDS.
REF. DETAIL 3IS-3.0 (TYP)
2x4 STUDS @ 16° O.C.
%8 T1-11 SIDING,
(2) 2x4
PROVIDE DOUBLE
`P
° LP SMARTSIDE
TOP PLATE
STUDS AT WALL SIDING
K
PRECISION SERIES
VERTICAL SEAMS
O
190 SIDING, OR
29 GA METAL SIDING
(REF NOTES)
%°TREATED PLYWOOD OR
PERFORMAX 500 FLOOR
DECKING.
uio
t 5'-4"
2x6 TRTD FLOOR JOISTS
IV-2"
@ 16° O.C. MAX
(4) 4x6 TRTD SKID
11'-2" 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-3.3 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 S-3.3.
3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
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 8-3.3
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
BUILDING SECTION
l
°O°AN` ������°°-
UTILITY BUILDING-FLORIDA-WIND=160MPH--FBC
2020
•
* ; No.77209 ; * ?
m
d
STATE
750•�.F Q. •
�
Digitally signed by Kevin Nolan
DN:
09:2342.19200300.100.1.1=A0141 .
0000000179D834EF80000196AF,
-
- T
KDRAWN
'
PROJECT NO:
SHEET NUMBER
S-21-UB
DATE: 09-28-2021
........•
gyp`
cn=Kevin Nolan, c=US
.
cHECKeD aY: KLN
t� Date: 2021.09.2819:11:19-05'00'
�� 'ABLE BU[LI� S
RensloN: _
SCALE: NOT TO SCALE
r
TRUSS
REFER TO DETAIL 5 ON*FR
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
P THE TOP PLATE
OM THE SIDE WALL
ER THE END WALL PLATE
tY" -16 GA METAL
EACH CORNER.
BRACING STRAP
(SEE NOTE, TYP)DOUBLETOP
PLATE
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
8' WIDE FRONT ENDWALL
ROOF TRUSS �
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
1Y4- -16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EACH
STUD W/ (2) 8d NAILS MIN.
(TYP)
* ; No.77209
STATE
0� OF Q : •' ,,,,e
�OFtl9 .
p�4 TONAL �p```
OPTIONAL WINDOW
36" WIDE MAX (TYP)
� DOUBLE TOP PLATE
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ROOF TRUSS
ATTACHMENT. (TYP)
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
1Y4" -16 GA METAL
AT EACH CORNER.
BRACING STRAP
(SEE NOTE, TYP)
DOUBLE TOP PLATE
ATTACH STRAP TO EACH /
STUD W/'(2) 8d NAILS MIN. J
(TYP)
REFER TO DETAIL 5 ON
SHEET S3.1 FOR
ATTACHMENT
1Y4" -16 GA METAL
LAP THE TOP PLATE
BRACING STRAP
FROM THE SIDE WALL
(SEE NOTE, TYP)
OVER THE END WALL PLATE
AT EACH CORNER.
REFER TO DETAIL 4 ON
SHEET 33.1 FOR STRAP
ATTACHMENT. (TYP)
ATTACH STRAP TO EAC
STUD W/ (2) 8d NAILS MII
u Li
(TlI
8' WIDE REAR ENDWALL
NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING, PLYWOOD,OR OSS
l
6-V MAX OPENING
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
u u u ADDITIONAL 1Ya -16 GA
10'-0" WIDE FRONT ENDWALL STRAP FOR -0"LO BUILDINGS
22'-0" TO 30' LONG
(SEE NOTE, TYP)
10'-0" WIDE REAR ENDWALL
P THE TOP PLATE
OM THE SIDE WALL
ER THE END WALL PLATE
EACH CORNER.
DOUBLE TOP PLATE
2EFER TO DETAIL 4 ON
MEET S3.1 FOR STRAP
\TTACHMENT. (TYP)
UTILITY BUILDING-FLORIDA-410=160 MPH . -FBC 2020
fj Digitally signed by Kevin Nolan 1WJ=11 NV: SHEET NUMBER
I DN: DATE 09-28-2021
�0.9.2342.19200300.100.1.1=A0141 W KLN
v/(i� 0400_000179D834EF80000196AF, DRAWN BY:
cn Kevin Nolan,c=US eather 1 cHECKEDBY: KILN 8-2.2—UB
,= Date: 2021.09.2819:11:50-05'00' PORTABLE BUILDINGS REVISION: SCALE: NOT TOSCALE
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
1Y4- -16 GA METAL
BRACING STRAP
,(SEE NOTE, TYP)
ATTACH STRAP TO EAC
STUD W/ (2) 8d NAILS MII
(TYI
P THE TOP PLATE
OM THE SIDE WALL
'ER THE END WALL PLATE
EACH CORNER.
DOUBLE TOP PLATE
2EFER TO DETAIL 4 ON
3HEETS3.1 FOR STRAP
kTTACHMENT. C' YP)
11'-2" WIDE FRONT ENDWALL
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
_ ROOF TRUSS
ATTACHMENT. (TYP)
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
tY4" -16 GA METAL
AT EACH CORNER.
BRACING STRAP
(SEE NOTE, TYP)
X
DOUBLE TOP PLATE
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACH STRAP TO EACH
ATTACHMENT. (TYP)
STUD W/ (2) 8d NAILS MIN.
�P)
ROOF TRUSS
LAP THE TOP PLATE
FROM THE SIDE WALL
\
OVER THE END WALL PLATE
AT EACH CORNER.
2x4 KNEE BRACE
EACH SIDE 2x4 FLAT w/ 2A ON EDGE OVER
OF DOOR THE DOOR. REF DETAIL 6/S-3.0
(2) 2x4 STUDS EACH
SIDE OF DOOR
9=0" OPENING
a
11'-2" WIDE FRONT ENDWALL
W/ ROLL -UP DOOR.(OPTIONAL)
NOTES FOR ROLL -UP DOOR OPTION:
1. FOR BUILDINGS SHEATHED WITH Ti-11 OR LP SIDING, PROVIDE FULL HEIGHT
3/6" OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL
ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2%" x 0.113- RING SHANK
NAILS SPACED AT 3" MAX.
2. FOR BUILDINGS SHEATHED WITH METAL SIDING, PROVIDE Yis OSB OR PLYWOOD
WALL SHEATHING ON THE INTERIOR FACE PLUS THE EXTERIOR FACE OF THE WALL
THE EXTERIOR METAL SIDING SHALL BE ATTACHED TO SHEATHING PER DETAIL
1 ON SHEET S-3.3. ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2%" x 0.113"
RING SHANK NAILS SPACED AT 3" MAX.
11'-2" WIDE REAR ENDWALL
NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING, PLYWOOD,OR OSB
NO ---..
UTILITY BUILDING--FLORIDA-WIND=160
MPH--FBC
2020
•
* ;' No.77209 ,
STATE r�
��O •. �` OF j
.,�4 •<oRt9?°
Digitally signed by Kevin Nolan
DN:
/���0.9.2342.19200300.100.1.1=AO1410K
C00000IM834EF80000196AF,......• j
Weather
PROJECT NO:
SHEET NUMBER
S-2.3-UB
DATE 09-28-2021
DRAWN KILN
CHECKED BYKLN
�p`
O+nNm
—
cn=Kevfn Nolan, c--U5
�`,��
p,,.f Date: 09.28 91236-05,00,
�r
PORTABLE UIL 1 r�F:
SCALE: NOT TO SCALE
REVISION:
GENERAL NOTES-
1. REFER TO SHEET S-0 FOR DESIGN LOADS.
2. MAXIMUM TRUSS SPACING = 24" O.C. UNLESS NOTED OTHERWISE.
3. TRUSS TOP CHORD SHALL BE BRACED W/ STRUCTURAL WOOD
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS.
4. ALL TRUSS MEMBERS ARE TO BE SPF #2 OR BETTER.
5. TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE (MT20)
HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS.
6. REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE
PRESSURES. INDIVIDUAL MEMBERS DESIGNED FOR
COMPONENTS AND CLADDING WIND PRESSURE
7. DEFLECTION MEETS U240 LIVE LOAD AND U180 TOTAL LOAD.
8. LOAD DURATION ADJUSTMENT FACTORS:
ROOF LIVE.1.25 l_
WIND: 1.60
9. REPETITIVE MEMBER INCREASE 1.15
2x4 TRUSS 4'-3- 4-3-
PLATE (TYP)
(TYP)
12
15
ALL TRUSS MEMBERS TO BE 2x4 SPF #2
MAX REACTIONS
HORIZ 51 LBS.
NET UPLIFT: -221 LBS.
GRAVITY. 204 LBS.
8' WIDE UTILITY TRUSS
2x4TRUSS PLATE (TY5'.3" 5-3-
P)
1z
a �5
IV
i0
ALL TRUSS MEMBERS TO BE 2x4 SPF #2
MAX REACTIONS
HORIZ 64 LBS.
NET UPLIFT. -276 LBS.
GRAVITY: 254 LBS.
10' WIDE UTILITY TRUSS
(2) 2x4 TRUSS
PLATE
5'-10" \ V-101
12
mom+ —I 5
2x4
11'-2-
2x4 TRUSS
PLATE (TYP)
ALL TRUSS MEMBERS TO BE 2x6 SPF #2
(UNLESS NOTED OTHERWISE)
MAX REACTIONS
HORIZ- 71 LBS.
NET UPLIFT. -309 LBS.
GRAVITY: 284 LBS.
11'-2" WIDE UTILITY TRUSS
CD
N'�.' ° UTILITYPBUILDING--FLORIDA--WIND=160 MPH--FBC 2020
S �%
i f No.77209
PROJECT NO:
Digitally signed by Kevin Nolan (-, SHEET NUMBER
�':• STATE DN: OATS 09-282021
O •.+� OIF Q •' 092342.19200300.100.1.1=A0141 DRAWN Br KILN HAEI IQ
' �OR10 ��.�����/ 0000000179D834EF80000196AF, i1i VU
y •........✓��• `�Oa CHECKED 8Y: KLN
Ou�Wt�;;`��� � Cn=KeulnNoldn,C=US - - -. -
Date:2021.09.2819:13:17-05'00' PORTABLE BUILDING REVISION: SCALE: NOT TO SCALE
r
l
(2) 2A TRUSS
2x4 TRUSS 2A TRUSS 2x4 TRUSS PLATE
PLATE (TYP) 5 5 PLATE (TYP) gam$^ 5'-38^ PLATE (TYP)
4, 3,- 4 38"
12 12 12
mm 1 7 aim 1 7 �`,n 1 7
io
r' 2A
8'-0" N 10'-01
ALL TRUSS MEMBERS TO BE 2x4 SPF 92 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: 2C6 LBS. GRAVITY: 258 LBS. GRAVITY: 288 LBS.
8' WIDE MAIN TRUSS 10' WIDE MAIN TRUSS 12' WIDE MAIN TRUSS
2x4 TRUSS 2x4 TRUSS .9-105" 5'-105"
2x6 TRUSS S g 2x4 TRUSS
PLATE (TYP) PLATE (TYP) 5' 388
4'-35° 4'-0-5 8 5-385° MEMBER PLATE (TYP)
12
12 11213 !13
3
12 r"im 12 �m 12
�m 7r 7r 7r
(V iV
10'-0" m 11'-2" "80
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: 206 LBS. GRAVITY: 175 LBS. GRAVITY: 288 LBS.
8' WIDE DORMER TRUSS 10' WIDE DORMER TRUSS 12' WIDE DORMER TRUSS
NOTE: MAX TRUSS SPACING =16" O.C.
0* �E 10 UTILITY BUILDING--FLORIDA-410=160 MPH--FBC 2020'
�F
No.77209 ';
PROJECT NO:
* e Digitally signed by Kevin Nolan SHEET NUMBER
.0 ' STATE 81 DN: -ATE: 09-2
O -. �' OF 0.9.2342.19200300.100.1.1=AO141DRAWN 8 2021
LO..... �� ""0000000179DB34EF80000196AF,
FF .n19 CHECK D KILN S_2 I
Q(1Lt,G ;`��0��,;' - n=Kevin Nolan, c=US J Weather - CHECKED BY: KLN
`. Date: 2021.09.28 19:14.01 -05'00' 1 PORTARM BUILDINGS REVISION: SCALE: NOT TO SCALE
ATTACH SIDING TO
WALL FRAMING
W/ 23/" x 0.113' RING
SHANK NAILS @ 6" O.C.
IN. FIELD & ALONG
EDGES. (SPACE NAILS
AT 3" O.C. ALONG
PANEL EDGES AT
ENDWALLS)
(3) 3" NAILS
(3) 3" NAILS
THROUGH
BOTTOM PLATE
INTO EACH STUD
1-TYPICAL DETAIL
ROOF TRUSS
IN LIEU OF MTS16 STRAP,
PROVIDE A SIMPSON 0.152 x 6"
SDWC TRUSS SCREW
(SDWC15600) OR
EQUIVALENT AT EACH
ROOF TRUSS.
NOTE: REFER TO 3/S3.0 FOR INFO NOT SHOWN.
4-ALTERNATE TRUSS
HOLD DOWN DETAIL
CONT. 2x4 TRTD
BRIDGING W/
(5) 3" NAILS IN
EACH SKID
CONT. 2x TREATED RIM BOARD
W/ 3" NAILS @ 6" INTO BRIDGING
& (3) 3' NAILS TOENAILED INTO SKID
12keleI3 ial m
2-FLOOR JST TO SKID DETAIL
(1) 2x4, FLAT
(4) 3" x 0.131" RING
SHANK TOE NAILS
INTO SKID
SKID
METAL DRIP EDGE.
ROOF DECKING
ATTACH TO ROOF
w/1W4-STAPLES
@ 12" O.C.
1x4 P.T. FASCIA
W/ (2) 2" NAILS
AT EACH TRUSS
TRUSS
SIMPSON MTS16 STRAP
6/" 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
TRUSS
AND NAIL TO WALL TOP PLATE
WHEN TRUSS DOES NOT LINE
TOE NAIL TRUSS
UP WITH A WALL STUD BELOW.
TO TOP PLATE W/
REF DETAIL 4/S-3.0 FOR AN
(4)10d NAILS MIN
ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE METAL STRAP.
DOUBLE
3- EAVE DETAIL TOP PLATE
DOUBLE
2x4 (NP)
TOP PLATE
3" NAILS @ ENDWALL HEADER FOR
8° O C OPENINGS UP TO 9'-0'.
SIDEWALL HEADER FOR
OPENINGS UP TO
T (2) 2x4 W/ Yls Q$B
FLITCH PLATE
SIDEWALL HEADER FOR
OPENINGS UP TO 6'-0'.
(2) 2x6 w/ %6" OSB
FLITCH PLATE SIDHEADER
FOR OP
FOR OPENINGS
UP TO 9'-0"
NOTES:
1. PROVIDE 2x4 JACK STUD UNDER EACH END OF LOAD
BEARING HEADERS. NAIL TO ADJACENT STUD PER
FASTENING SCHEDULE. NOT REQUIRED AT END WALL
DETAIL (a)- ENDWALL DETAIL (aD- SIDEWALL OPENINGS.
5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE
(TMP)NAILS (
STUD
NOTE:
ALL MEMBERS
ARE 2x4, UNO
38" MAX
���: J CE S.�kl..
UTILITY BUILDING-FLORIDA-WIND=160 MPH--FBC 2020
44'* N0.77209 •; *
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
€j Digitally
g
_
PROJECT NO:
SHEET NUMBER
DATE: 09-28-2021
• �5 OF E •
.. ' �O
i ON:
0.9.2342.19200300.100.1.1=A0141000000
017�9D834EF80000196AF,cn=Kevin Nolan,
l.�
ya
=91%atil
`•
■S 401
DRAWN BY: �rl
CHECKED BY: KLN
������t41ttnttt���"
f Date. 2021.09.2819:14:43-05'00'PORTABLE
BUILDINGS -
SCALE:1"=1'-0
REVISION:
ROOF TRUSS
(TYP)
TOP PLATE
1- WALL TOP PLATE SPLICE DETAIL
SIMPSON MTS16 STRAP
w/ (7)10d x 1Y2" NAILS (MIN) ROOF
IN EACH END OF THE
STRAP AT EACH TRUSS. TRUSS
WRAP AROUND TOP PLATE.
REF DETAIL 415-3.0 FOR AN
ALTERNATE HOLD DOWN
OPTION IN LIEU OF THE n
METAL STRAP. I I
PORCH POST
BEYOND.
(2) 2x4 TOP PLATE
REF DETAILS ON
w/ CONT. �" x 5%4"
SHEET 53.2 FOR
PLYWOOD SOFFIT
ADD'L INFO.
EXTENDED FROM
BUILDING
NOTE: REFER TO 3/S3.0 FOR INFO NOT SHOWN.
3- PORCH EAVE DETAIL
No.77209
" • STATE
;+�` OF
•.�O
CONT. DOUBLE
TOP PLATE
BOTTOM PLATE
JOINT
TREATED 2x4 x 6-0' LONG
SPLICE PLATE CENTERED
ON SPLICE, EACH SIDE OF
SKID w/ 2 ROWS 10d NAILS
@ 4" O_C. STAGGERED
1Y4" -16 GA STEEL STRAP.
WRAP AROUND JOIST&
ATTACH TO JOIST
W/ (4)10d X 1Y2" NAILS
EACH SIDE OF JOIST.
4-STRAP ATTACHMENT
SCALE =1Y2" =1'-O"
VARIES (SEE PLAN)
2- SKID SPLICE DETAIL
DOUBLE
TOP PLATE
1Y4" -16 GA STEEL STRAP.
WRAPOVER WALL TOP
PLATE. PROVIDE (3) 8d
NAILS INTO TOP OF PLATE
PROVIDE (5)10d NAILS MIN
INTO STUD/ SIDE OF PLATE.
STUD
5-STRAP ATTACHMENT
SCALE =1Y2" = V-0"
TREATED 4x6
SKID
3" NAILS
@ 12" O.C. 2x4 STUD
(END WALL)
(2) 2x4 STUDS
(SIDE WALL) —\
3" NAILS @ 12" O.C.
STAGGERED
6-TYPICAL CORNER DETAIL
UTILITY BUILDING--FLORIDA-. WINDF160 MPH--FBC 2020
40TE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2FOR
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
15 Digitally signed by Kevin Nolan
DN:
/�� 40.92342.19200300.100.1.1=A0141000000017
✓ .9D834EF80000196AF, m=Kevin Nolm, c=-US
IF Date: 2021.092819:15:29-05'00'
la Mttfguix
)
DATE: 09-28-2021
DRAWN BY: KLN
CHECKED BY: KI N
SHEET NUMBER
S-31-UB
SCALE: 1"=V-0
(2) Ve" x 6" LAG
SCREWS THROUGH
TOP PLATES INTO
4x6 P.T. POST
a° P.T. PLYWOOD
:EILING AT PORCH
)NLY.
4x
P.T.1x PORCH BOARDS
w/ (2) 3" NAILS INTO
CONT. 2x P.T. __,,fEACH FLOOR JOIST
RIM JOIST
(6) 3" x 0.131" RING
SHANK NAILS (MIN) 4x6 P.T. SKID
FROM END JOIST
INTO CORNER POST
1- CORNER PORCH POST DETAIL
REF DETAILS 3/S-3.1 & 4/S-3.0
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT SHOWN FOR CLARITY
(TYP)
(2) is x 6" LAG
SCREWSTHROUGH
TOP PLATES INTO
4x6 P.T. POST
4x6 P.T.
POST
END WALL
P.T. 1x PORCH BOARDS
w/ (2) 3" NAILS INTO
EACH FLOOR JOIST_
REF DETAILS 3 & 4/S-3.0
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT SHOWN FOR CLARITY
(TYP)
ROOFTRUSS
(TYP)
DOUBLE TOP PU
EXTENDED
TO PORCH POST
BOTTOM PLATE
(TYP)
4x6 P.T.
POST
P.T. Ix PORCH BOARDS
w/ (2) 3" NAILS INTO
CONT. 2x P.T.
EACH FLOOR JOIST
RIM JOIST
REF DETAILS 1 & 2/S3.2
4x6 P.T. SKID
FOR POST BASE
ATTACHMENT
FLOOR JOIST
(S) 3" x 0.131" RING
PORCH VARIES (SEE PLAN)
(TYP)
SHANK NAILS (MIN)
4x6 P.T. SKID
FROM JOIST INTO
POST
NOTE: REFER TO 1/S3.2 FOR INFO NOT SHOWN.
2- INTERMEDIATE PORCH POST DETAIL
°0`1�N No A''�''��
* No.77209
STATE
� A OF
NOTE: REFER TO DETAILS 1/S3.2 AND 2/S3.2 FOR INFO NOT SHOWN.
3- OPTIONAL PORCH SECTION
UTILITY BUILDING-FLORIDA-WIND=160 -MPH--FBC 2020
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
P Digitally signed by Kevin Nolan
41 DN:
+79 834FF80000796AF, cn=KevinN Nolan,
rUs-
t Date:2027.092819:ifi:15-O6'00'
a _. naX&CHECKED
PORTABLE
PROJECT NO:
SHEET NUMBER
{l`y�'•®
v "t2-UB
SCALE: =V-0
DATE 09-28-2021
DRAWN BY:. KLN
BY: KLN
REVISION:
REFER TO DETAIL 1/S-3.3
FOR ATTACHMENT OF 29 GA METAL PANEL
METAL ROOFING TO
THE ROOF DECK
Y4 -14 SELF DRILLING 910-14x 1Y2"WOOD SCREW
DOUBLE SCREW w/ WASHER w/ WASHER @ 3.5"-5.5"-3.5" O.C.
TOP PLATE SPACED @ 24" O.C. 3Yz" 5yz 3Yz" (EACH SIDE OF EVERY MAJOR RIB)
ALONG EA SIDELAP
SIMPSON MTS16 STRAP
29 GA. METAL SIDING. w/ (7)10d x V22" NAILS (MIN) IN
ATTACH TO GIRTS PER EACH END OF THE STRAP
DETAIL 3/S-3.3 AT EACH TRUSS. WRAPAROUND
AND NAIL 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 1Y2" 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
29 GA METAL PANEL #1015 x 1Yz"WOOD SCREW
mo
w/ WASHER @ 9" O.C. Z 11
(ONE SIDE OF EVERY MAJOR RIB) a
SPACE SCREWS AT 16" O.C. MAX _
ALONG PANEL LENGTH. w 2x4 STUDS @
I�Ij v 16" 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'-0"
s♦♦-
UTILITY BUILDING --FLORIDA-410=160 MPH--FBC 2020
:���°:vE
* ; N0.77209 •; *
` * =
6 :
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-02 FOR
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
Digitally signed by Kevin Nolan
PROJECT NO:
HE NUMB
S ET
DATE: 09-28-2021
- STATE
4 P
♦♦i♦ i�'•�OR10; •'^ ,��`
♦i♦���J11�••••••••• l7`J�
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09.
0.9J342.79200300.100.1.7=A01470C00000{Y4�:
�779D834EF80000196AF,rn=Kevin Nolan,Weathle-.5HNo
-
HIM
DRAWN BY: KLN
CHECKED BY: I((fI
uN utLu�"` ```
r-US'-:
t.;r Date 2021.092819:17:04-05'00'
r� ,�/(�qy� � p��
PORTABLE
3'" �Rlil BLE BUILDINGS
SCALE:1"=1'-0
REVISION:
r-
REFER TO DETAIL 1/S-3.3
FOR ATTACHMENT OF
METAL ROOFING TO
_ THE ROOF DECK ROOF DECKING. ATTACH
�I TO TRUSS w12%" x 0.113"
JNG 1 I MAX
FASCIA AT 4" O.C.N NAILS SPACED
29 GA. METAL SIDING OVER
Its OSB OR PLYWOOD
WALL SHEATHING. —
REFER TO DETAIL 1/S-3.3
FOR SIDING ATTACHMENT
ATTACH SHEATHING TO
WALL FRAMING
W123/a" x 6.113" RING
SHANK NAILS @ 6" O.C.
IN FIELD & ALONG
EDGES. (SPACE NAILS
AT 3" O.C. ALONG
PANEL EDGES AT
ENDWALLS)
SIMPSON MTS16 STRAP
w/ (7)10d x 1Y" NAILS (MIN) IN
EACH END OF THE STRAP
AT EACH TRUSS. WRAPAROUND
AND NAIL TO WALL TOP PLATE
WHEN TRUSS DOES NOT LINE
UP WITH A WALL STUD BELOW.
REF DETAIL 4/S-3.0 FOR AN
ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE METAL STRAP.
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.
2x6 SOFFIT —1 �— ROOF TRUSS
SIDING
2-OPTIONAL EXTENDED EAVE AT END WALL
SCALE =1Y2" = T-0"
°�E s°:-- UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
v�%
* N0.77209 * NOTE REFER TO FASTENING SCHEDULE ON SHEETS 5-0.1 AND S-02 FOR PROJECT NO:
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER
•Q ; _ DATE 09-28-2021
�Q ••, A TOF E: - If Digitally signed by Kevin Nolan AAA
Q' �� ON: ti DRAWN BY: KLN 4—I I
• �ORlO , 0.9.2342.19200300.100.1.1=A0141000000017 3 V
��� • •'••• aWeather CHECKED BY:
q$�QNAlr�pp�� / �� / ✓-9'D838ff80000196AF,cn-Kevin Nolan, KLN
�rrnrrurlpnpttt /•`fi Date:2021.092819:17:47-05'00' PORTABLE BUILDINGS. REVISION: SCALE:1"=V-0
EXTERIOR WOOD SIDING.
REF DETAIL 1/S-3.0 FOR
NAILING REQUIREMENTS
%'
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE
ATTACH TO WOOD JAMB
(2) 2x4 SP #2 (OR BETTER)
w/Ye x 1.75" LONG LAG
0.79"
JAMB STUD. REFER TO
SCREWS @ 12" O.C. PER 1.9
FASTENING SCHEDULE
MANUF. SPECS. BOTTOM
FOR NAILING REQUIREMENTS
SCREW TO BE 6" MAX
ABOVE FINISHED FLOOR
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
1-ROLL-UP DOOR JAMB DETAIL
(WOOD SIDING)
%'TRTD
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE.
ATTACH TO WOOD JAMB
w/Y4" x 1.75' LONG LAG
SCREWS @ 12" O.C. PER
MANUF.SPECS. BOTTOM
SCREW TO BE 6" MAX
ABOVE FINISHED FLOOR.
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
METAL WALL SIDING OVER
Yis- OSB OR PLYWOOD
WALL SHEATHING.
REF DETAIL 1/S-3.0 FOR
NAILING REQUIREMENTS
(2) 2x4 SP #2 (OR BETTER)
0.79. JAMB STUD. REFER TO
- FASTENING SCHEDULE
FOR NAILING REQUIREMENTS
2x4 WALL GIRT. REFER
TO DETAIL 2/S3.3 FOR
SPACING AND NAILING
REQUIREMENTS
V TRTO
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE
ATTACH TO WOOD JAMB
w/Y4" x 1.75" LONG LAG
SCREWS @ 12" O.C. PER
MANUF. SPECS. BOTTOM
SCREW TO BE 6' MAX
ABOVE FINISHED FLOOR
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
'TO DOOR OPENING
1.96"
METAL WALL SIDING w/
RIBS RUNNING VERTICALLY.
ATTACH TO WALL GIRT PER
DETAIL 3/S-3.3
(2) 2x4 SP #2 (OR BETTER)
0.79" JAMB STUD. REFER TO
FASTENING SCHEDULE
FOR NAILING REQUIREMENTS
3-ROLL-UP DOORJAMB DETAIL
(VERT METAL SIDING)
2-ROLL-UP DOORJAMB DETAIL
(HORIZ METAL SIDING)
����.>J�N� s°:�---
UTILITY BUILDING--FLORIDA--WIND=160
MPH--FBC
2020
vF_
••;
*No.77209 *
= 1k a
y�5 STATE
O '•. A OF P
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
) Digitally signed by Kevin Nolan
ON:
W=,p%ather-,,.r
PROJECT NO:
HE NUM ER
ET B
DATE: 09-28-2021
DRAWN BY: KLNS-3.549'O09.234219200300.100.1.1=A01410C000001
m=Kevin Nolan,CHECKED
BY:
KLN79D834EF80000196AF,
�rrrrr4upuns" `,`,
'�
V/ Date: 2021.092819:1827-05'00'
p,.
y��i y��
��>bFi?4Ta BLE BUILDING
SCALE: 1 1@"=1'-0
REVISION:
FRONT ELEVATION
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS.
ATTACH TO FRAMING w/ I A/4
STAPLES AT IT O.C. (TYP)
VARY PER CUSTOMER. OIUC CLtVH11l/IV
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS.
ATTACH TO FRAMING w/ 1nx3/4
STAPLES AT 12' O.C. (TYP)
TIONAL DOOR OR WINDOW. NOTE:
,ATIONS VARY PER CUSTOMER. WINDOWS, DOORS, AND TRIM SHOWN ARE CONCEPTUAL ACTUAL WINDOW, DOOR, AND TRIM
MAY VARY PER CUSTOMER REQUEST.
REAR ELEVATION
:.0:JE s°:----.
UTILITY
BUILDING--FLORIDA--WIND=160
MPH--FBC
20204%
* ;No.77209 %
b STATEir
�p0 •%.+n OIF Q
LOR1O� •0�00000179D834EF80000196AF,W=fakn
Digitally signed by Kevin Nolan
' DN:
0.9.2342.19200300.100.1.1=A0141
PRoaecr NO.SHEET
NUMBER
S-4-UB
DATE 09-28-2021
DRAWN BY: KLN
'.
`� CO=�CEVIIf NOIBn.
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lox
CHECKED BY: KLN '
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F:�
C=US
Date. 2021.09.2819:1937-05'00'
...
PORTABLE BUILDINGS
REVISION
SCALE: NOT TO SCALE