HomeMy WebLinkAboutplansEI"�Pg
a
w
s
� kill;
Er
US
g a w
P
0
m ��
F-
l�a C
�
'r
L Cn ca- cc
O
N
Lr
O
w
N
0
z
Eii
a N
v
> V
a c
W
L y
C
IO
4!
U
t
T
O
m
w
> a `v
C
Q
°a 0mo
u c
v
_
LL
a
m
v E w
t o =
m F m
u
c L
" c
O
O v
N T
L m m C
v p u
m j. M
C N
N O O
C a
3 T MOO
N y
W w Q
O V
'c.�'p
'w
�.� L
E>n
vL,
my
E m
a m o
> m L v
v
m u
i
c Y
m
ay d
_ C
O c
u
u n'd
m
_ mN
M.
0 0
a o Z' m
a E ^'
> c
i y
v E
U m
LL O
O O n
Y
m m
v
C
n 0
J
LL E
O U
c c .,�. v
> U O
m L+
C
«
O N
T c x
N U
u
C O
C L ry 6
L C i
y
O Q
m m
v m
c
N N
T v m
v y
U
y LL
m
> N
N
m
v o
J
L E
_ m O J
C
N
y
O y
`w
0- o
o E W
o
t1 �a
m v 0
U
_m 0'
T
o �Y
,��_,..�
C y
a
> E i
O O
L m
C
m m 0
m n „'�
a
0 LL
m� m in
y
0 T. �n
c E m
v a n
E
a
c$ v w
c c
c m v
> j 0
>'.' o
v o
m n
mi
mU�>
-0
mdJm
1v
m
m—OJ
a0
c a
E
mT_
E a+ s
i 3 m
Q
Y
E y
y
ON
c m vMi
o c a m
0 `o m a
3 v v
3
3 m
EL,v,
1p o,aQ
0
m
m0`
v'G
Y'�E
=mw
m,$
.o.
ayw
car
,u
'v
ai
cwo
.v,m
T Y M u
M
w o 0 0
O> u ++
3 0` '�
u E v
vmi T O
v
E
u n
0
u£
CL
o
v_
3
w LD LL c LL
a N v o.
c y c 3
c
m
m ai
,m,
E
w c 5
o N a
u n oa
� m c
o y
wa
�` u
L o
H a
L m ut c
u rn m
a o c
a o
m u
O, in c
c
v>
,� o.
'> 0
V) E m V
E
t>i Q O
E 0
U i T a O
0
m O m
D En
v m m
u E
v W C
.�
`m ai .m+
c w t w
L u Y c
0 v '>
v o E
.�
>
O
v y,>
o0mt>
uQn
0
m aom
wF_Q O.L
Lo0
H)u
>
oEo
Yw>
vm'E
afn
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 I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCpi = t0.18
4. THE MINIMUM ANCHORAGE SHALL BEAN 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.
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.
J��,,,J� L.A/O _11,,,,''�i
.` �•y�GENg.�'.
* { No.77209 ••
71 STATE
WEATHER KING
P.O. BOX 108
PARIS, TN 38242
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
Digitally signed by Kevin Nolan - -- - -- SHEET NUMBER
DATE
DN: 16�����+yy+�� ��rwy�, I`�y � DRAWN BY: KLNO-2021 S-�-AP
n / 0.9.2342 19200300.100.1.1=A01 K—m cl - � 'A % ■ .
v � 410c000001 Nolan, EF80000196 wF CHECKED BV: KLN
AF, rn—Kevin Nolan, c=US
Date: 2021.09.20 20:08:28 -05'00' PORTABLE BUILDINGS REVISION: SCALE: NONE
O``,,,,`�• L NO ",,,���i
* f• No.77209
STATE
Cy'•._T OF
%. •. �oRt9Q�:J•�
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"
14'-0"
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"
14'4-
16'4-
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
81-0"
3
3
4
4
4
5
-
-
-
-
-
-
107-0"
3
3
3
3
4
4
4
4
5
5
5
-
11'-2"
-
2
3
3
4
4
4
4
5
5
5
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
-
-
-
-
-
-
T'-0"
4
4
4
41
5
1 5
5
6
6
7
1 7
-
11'-2"
-
4
4
4
1 5
1 5
5
5
6
6
1 7
7
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
Digitally signed by Kevin Nolan SHEET NUMBER
DN: DATE: 09-20-2021
0.9.2342 19200300.100.1.1 =AO141 DRAWN BV:
0000000179D834EF80000196AF, wKinge KILNS-1.0—APcn=Kevin Nolan c=US CHECKED BV: KLN
Date: 2021.09.20 20:09:01 -05'00' PORTABLE BUILDINGS REVISION: SCALE:
o°��,,J� L• NO 'Okz
•v�GENs ';
* ?• No.77209 ••;
�1 •• STATE
�A OF/16
•..<oRtt7P•
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"
32, 0"
8'-0.
2
3
3
4
4
5
-
-
-
-
-
-
107-0"
2
3
3
3
4
4
5
5
5
6
6
-
11'-2"
-
2
3
3
3
3
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"
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
6
6
-
-
-
-
-
-
10'-0"
3
4
4
4
5
5
6
6
6
7
7
-
11'-2"
-
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
-
1 V-2"
-
4
5
5
6
6
7
7
8
8
8
9
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
Digitally signed by Kevin Nolan SHEET NUMBER
DN: DATE 09-20-2021
4ye&yw&yOREKLN
C00000179DB34EF8000196AF,CHECKED er. KLNrn=Kevin Nolan c US w���r if S-11-AP
Date: 2021.09.20 20:09:23 -05'00' PORTABLE BUILDINGS REVISION: SCALE:
CONCRETE SLAB
TIE DOWN ANCHOR.
REFER TO SCHEDULE
FOR SPACING (TYP)
ATTACH ANCHOR TO
CONCRETE W/s/a' DIA.
EXPANSION BOLT W/
3" EMBEDMENT (TYP)
°1 JX11 L. 1VO�"p''�p.
* NO.772O9 •';
STATE
A OF
ATTACH ANCHOR TO
RIM BOARD W/Yz" 0
BOLT W/ WASHER
(GALV.)
REFER TO SCHEDULE
FOR ANCHOR INFO. u
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
W/(6)10d NAILS MIN.
REFER TO SCHEDULE
FOR ANCHOR INFO. u
FINISH
GRADE
1-BOLTED EYE ANCHOR DETAIL
20 GA. x 1Y4" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
CONCRETE SLAB ON
GRADE BY OTHERS.
4" MIN
3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL
OUTSIDE
SKID (TYP)
o z
W J 0
C r Q F
FINISH = OO U
GRADE w w
vww
Q i
20 GA. x 1Y4" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
FINISH OUTSIDE
GRADE SKID (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
0 ROD x 46" LONG w/ (1) 6" HELIX
3/4" 0 ROD x 48" LONG w/ (1) 6" HELIX
4a
'/4" 0 ROD x 48" LONG w/ (2) 4" HELIX
EYE ANCHOR - %' 0 ROD x 48" LONG w/ (1) 6" HELIX
EYE ANCHOR - s/4" 0 ROD x 48" LONG w/ (1) 6" HELIX
NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
DESCRIPTION.
9
MASTER ANCHORING PLANS-FLORIDA-FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
/1 DIN: DATE: 09-20-2021
0000000179D834EF800001 6AF,1 (�'"..� DRAwN BY: S-2.0—AP
cn=Kevin Nolan c=US Wac'�T4 i r i W CHECKED BY: KLN
Date: 2021.09.20 20:09:43 -05'00' PORTABLE BMILDINGS REVISION: SCALE: 1"=V-0
ATTACH ANCHOR TO
RIM BOARD W/Yz' 0
BOLT W/ WASHER
(GALV.)
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING 20 GA. x 1Yn" WIDE GALVANIZED
VERTICALLY. ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
W/ (6) 10d NAILS MIN. ATTACH TO ANCHOR W/ SLOTTED
OUTSIDE BOLT PER MANUR SPECS.
SKID (TYP)
FINISH
GRADE
REFER TO SCHEDULE - ° r REFER TO SCHEDULE - - ° °
°
FORANCHORINFO. FORANCHORINFO.
OPTIONAL 16"x16"x4" SOLID MASONRY OPTIONAL 16"x16"x4" SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING. (TYP)
1-BOLTED EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
BLDG
NUMBER OF PADS BENEATH EACH SKID
WIDTH
10'-0"
1 12'-0"
14'-0"
1 16'-0"
1 18'-0-
20'-V'
22'-0"
24'-0"
1 26'-0'-
28'-0'.
8'-01.
21
3
10'-0"
2
2
2
3
3
3
-
-
-
-
-
-
11'-2"
-
I -
I -
1 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.
L. IVO
� 't ;•'vYGENS� , ''
* {� No.77209 •%
�1 STATE
Q '•,_A OF
2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
FINISH
GRADE
MASTER ANCHORING PLANS-FLORIDA-FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DN DATE: 09-20-2021
0.92342.19200300.100.1.1—AO14 �rra�e I�a�,
10C00000179D834EF80000196A V i DRAWN BY: KLN
F, cn—Kevin Nolan, c=US ualEhCHECKEDBY: KLN S-21-AP
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 I) 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 %e" OSB, 1%2" PLYWOOD,
Yz" 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.
'2
.�.y�CE1V,s. '.
* j• No.77209 •••;
STATE
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 ANSVAWC
"NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD
CONSTRUCTION", 2018.
15. ALL FLOOR DECKING IS TO BE 5%" TREATED PLYWOOD
ORs%" 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 4z6 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 AT ALL 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 = t0.18
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, AS = 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 = 32.0, -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
,os
.,...,-.,.
+.e '
WEATHER KING
P.O. BOX 108
PARIS, TN 38242
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan � �---- -I SHEET NUMBER
DIM: / * DATE 09-28-2021
0000 00179D834EF8 0001 6AF,1 r (h eow- CHECDRAWN D KLN S-0-UB
cn=Kevin Nolan, c=U5 1/ c 0 i 'firCHecKeDBY: KLN
Date: 2021.09.28 19:04:50 -05'00' PORTABLE BUMD11NGs REVISION: SCALE: NONE
FASTENING SCHEDULE
DESCRIPTION OF BUILDING ELEMENT
NUMBER AND TYPE OF FASTENER
SPACING AND LOCATION
ROOF FRAMING
3-8tl COMMON (21$' x D.131')
1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO
3- IDtl BOX (Y x 0.128')
EACH ENO, TOENAIL
TOP PLATE OR OTHER FRAMING.
3-3" x 0.131"NAILS
3-3" 14 GAGE STAPLES, 7Ae CROWN
2-8tl COMMON (2%' x 0.131')
2- Y x 0.131"NAILS
EACH END, TOENAIL
2. BLOCKING BETWEEN RAFTERS NOT AT THE WALL TOP
2-3"14 GAGE STAPLES
2-16d COMMON(3K'x D.16T)
PLATE, TO RAFTER.
3-3" x 0.131"NAILS
END NAIL
3-3" 14 GAGE STAPLES
COLLAR TIE TO RAFTER
REFERENCE SHEETS S-2.4 AND S-2.5
3-1Od COMMON IT x 0.146")
3-16d BOX (3V x 0.135")
b
RAFTER OR ROOF TRUSS TO TOP PLATE
4-10d BOX (3-x 0.128')
TOENAIL
4-3'x 0.131'NAILS
4 -3' 14 GAGE STAPLES, %' CROWN
3-Sd COMMON (2$" x DA31")
3-10d BOX (-NAILS20")
BOX (
CEILING JOISTS TO TOP PLATE
3-3' x NAILS
EACH JOIST. TOENAIL
3-3' 14 GAGE STAPLES,'A,- CROWN
WALL FRAMING
I Sd COMMON (%' x 0.162')
24' O.C. FACE NAIL
STUD TO STUD (NOT AT BRACED WALL PANELS)
1Od BOX (3-x 0.128')
3" x 0.131' NAILS
16" D.C. FACE NAIL
3-3' 14 GAGE STAPLES
16d COMMON(3Y,' x 0.162')
16"O.C. FACE NAIL
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING
16d BOX(3K' x 0.135')
12"D.C. FACE NAIL
WALL CORNERS (AT BRACED WALL PANELS)
3" x 0.131-NAILS
3-3' 14 GAGE STAPLES, %' CROWN
12^ O.C. FACE NAIL
CONTINUOUS HEADER TO STUD
4- 8tl COMMON(2X' x 0.131')
4 -10d BOX IS" x 0.128')
TOENAIL
16d COMMON %' x 0.162')
1 e' O.C. FACE NAIL
TOP PLATE TO TOP PLATE
1Od BOX (3-x 0.128')
3' x 0.131-NAILS
12'• O.C. FACE NAIL
3" 14 GAGE STAPLES, %' CROWN
p�`J� L. MpG•v,40
•'• STATE :•
Q'••_A OF
DESCRIPTION OF BUILDING ELEMENT
I NUMBER AND TYPE OF FASTENER
SPACING AND LOCATION
WALL FRAMING (CONT.)
0- IM COMMON(3)d'x 0.162")
EACH SIDE OF END JOINT, FACE NAIL
TOP PLATE TO TOP PLATE, AT END JOINTS
12- lod BOX D' x 0.128")
12-3' x 0.131' NAILS
(MINIMUM 24' LAP SPLICE LENGTH
12-3" 14 GAGE STAPLES,&m CROWN
EACH SIDE OF END JOINT)
16d COMMON (3$"x 0.162')
1W O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST, OR
18tl BOX (3J5'x D.135')
BLOCKING (NOT AT BMCEO WALL PANELS)
3'x OA31-NAILS
12' O.C. FACE NAIL
3.14 GAGE STAPLES, %, CROWN
2 -16d COMMON (W x 0.162")
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST, OR
3 -16d BOX (3X' x 0.135)
16" O.C. FACE NAIL
BLOCKING (AT BRACED WALL PANELS)
4-3"x0.131"NAILS
4-3" 14 GAGE STAPLES, Re" CROWN
4-Btl COMMON (2)i" x 0d31')
4-IDtl BOX (3"x D.128')
TOENAIL
4-3"x 0.131"NAILS
4 -3" 14 GAGE STAPLES, 14e" CROWN
STUD TO TOP OR BOTTOM PLATE
2 -16d COMMON (31i' x 0.162')
3-IDtl BOX 13'x 0.120')
3-3"x0.131"NAILB
END NAIL
3-3" 14 GAGE STAPLES,'je" CROWN
2-16d COMMON (3Y." x 0.162")
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
3-10d BOX (3"x 0.12B")
3-3"x 0.131-NAILS
FACE NAIL
3-3" 14 GAGE STAPLES, &' CROWN
FLOOR FRAMING
3 -Btl COMMON (2W x 0.131")
d 3 0.1 ")
-10.13V
JOISTTOSKID
-IOOX(3'x
3 0 AILS
TOENAIL
3 - 3' 14 GAGE STAPLES, F.' CROWN
10d BOX IS' x 0.128')
3'x0.131'NAILS
24e O.C. FACE NAIL AT TOP AND BOTTOM
3' 14 GAGE STAPLES, Y,e" CROWN
STAGGERED ON OPPOSITE SIDES
BUILT-UP BEAMS
AND:
3-10d BOX (3"x 0.128")
3 -3. x 0.131"NAILS
ENDS AND AT EACH SPLICE, FACE NAIL
3- Y 14 GAGE STAPLES, %." CROWN
3 -16d COMMON (M) ' x 0.162")
4-IOd BOX (3-x 0.128')
JOIST TO BAND JOIST OR RIM JOIST
4-3'x 0.13V NAILS
END NAIL
4 - 3" 14 GAGE STAPLES, %' CROWN
UTILITY BUILDING--FLORIDA-410=160 MPH--FBC 2020
PROJECT NO: SHEET NUMBER
Digitally signed by Kevin Nolan ON: _ }I _ DATE: 09-28-2021
i S-01-UB
/1 0.9.2342.19200300.100.1.1=A0141 y� yyp��11111### DRAWN BY: KLN
cn=Kev0Volan,c F80000196AF, e i CHECKED BY: KLN
cn=Kevin Nolan, c=US `iwrw�L es n ■ �+ AIL,
Date: 2021.09.28 19:05:28 -05'00' PO RTRAB ILE caUILDINGS REVISION: 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 a
EDGES
INTERMEDIATE SUPPORTS
(INCHES)
(INCHES)
6d COMMON OR DEFORMED (2"x 0.113")(SUBFLOOR
AND WALL)
6
12
Bd COMMON OR DEFORMED(21z" x 0.131')(ROOF)
6
12
2e'x 0.113- MAIL(SUBFLOOR AND WALL)
6
12
e"TOe"
i'K" 16 GAGE STAPLE, Y,e" CROWN
(SUBFLOOR AND WALL)
4
6
2e' x 0. 11 Y RING SHANK NAIL (ROOF)
6
12
1e'16 GAGE STAPLE. %' CROWN (ROOF)
3
6
To 31"
Bd COMMON (2 y' x 0.131")
bd DEFORMED(2'x0.113') (SUSFLOOR AND WALL)
6
12
2Ye' x 0.113" RING SHANK NAIL
6
12
EXTERIOR WALL SIDING
2Ye' x 0A 13" RING SHANK NAIL
61310E WALL)'
6
e" LPIDE PRECISION PANEL OR
e•TREATED TREATED Tf-11 SIDING
2e' x 0.113" RING SHANK NAIL
3 (END WAIL)
e
a. NAILS SPACED AT 61NCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48INCHES OR MORE. NAILS FOR WALL 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.
`IP`)XjA L. NO "14,,,
* ?• • No.77209 •;
7J •' STATE
p� Its01 ,
UTILITY BUILDING--FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
ON . ii� DATE: 09-28-2021 S-0.2-UB
�000000179D834EF8000016AF,200300.100.1.1 1 DRAWN D
cn=Kevin Nolan, c=US w � cHEOKED Sv: KLN
Date: 2021.09.28 19:06:09 -05'00' 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)
IOUTSIDE
46 TRTD SKID
(REQ'D FOR 1V-2" WIDE
=
BUILDINGS ONLY
INSIDE 4x6 TRTD SKID
lV
OUTSIDE 4x6 TRTD SKID
11'-2" WIDE
(REQ'D FOR
BUILDINGS ONLY)
TREATED RIM JOIST
CONT. 2x4 TREATED FLOOR JOISTS @ 16" O.C. MAX. (B' WIDE) (TYP)
CONT. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (10' & 11'-2" WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
TYPICAL FLOOR FRAMING PLAN
,.o..a.,..,mu,,,�
°%JE s--''..; UTILITY BUILDING--FLORIDA--WIND=160 MPH--FC 202
0
*; N0.77208 .•, * PROJECT NO:
j * e Digitally signed by Kevin Nolan SHEET NUMBER
STATEDIN■ �r DATE: 09-28-2021
'•..c. OF,0.9234219200300.100.1.1=A014 DRAWN BY: KLN
V11
10C00000179D834EF80000196AF,/`,�1 Icn=Kevin Nolan, c=US ��w CHECKED BY: KLN V1�o YB w.V/°°PORTABLE BUILDINGS REVISION:
Date: 2021.0olan 19:06:42-OS'00' SCALE: NOT TO SCALE
owJ�N L. NO�"p�0.6
No.77209 •••;
'�! •• STATE
� OF
32'-0" MAX LENGTH (1 V-2" WIDE)
30'-0" MAX LENGTH (10'-0" WIDE)
a
o
4'-0" OR 6-0"
PORCH 2x4 STUD WALL TREATED RIM JOIST
ABOVE (TYP)
S3.2
q
-Till
SPAN OF TRTD
PORCH DECKING
POST CONT. 2x4 TREATED FLOOR JOISTS @ 16" O.C. MAX. (8' WIDE)
4x6 TRTD
ABOVE POST CONT. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (10' & 11'-2" WIDE)
1 (SPLICED JOISTS ARE NOT PERMITTED)
5-3.2
TYP
UTILITY CABIN FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 11'-2" WIDE
BUILDINGS ONLY)
INSIDE 46 TRTD SKID
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 11'-2" WIDE
BUILDINGS ONLY)
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan DATE SHEET NUMBER
�I 0.9.2342.19200300.100.1.1=A0141 �M i■ ,. �y DRAWN BY: 09-28-2D21 S-11-UB
0000000 Nolan,4EF80000196AF, w c■ ii 1A ■ CHECKEDBY: KLN
KLN
rn=Kevin Nolan, c=US ■ f f • r^ a7.r+►7
Date: 2021.09.28 19:07:10 -05'00' PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE
NO
* ;• No.77209 ••;
7J • STATE
32'-0" MAX LENGTH (11'-2" WIDE)
30'-0" MAX LENGTH (10'-0" WIDE)
a
o
TREATED RIM JOIST
(TYP)
v
I(I
it
42X4OPPTUD
4x6 TRTD POST
ABOVE (TYP)
1 2
8-3.2 S,3.2
12'-0" MAX PORCH
WALL
ABOVE (TYP) CONT. 2x4 TREATED FLOOR JO
CONT. 2x6 TREATED FLOOR JO
SPAN OF TRTD (SPLICED JOISTS ARE NOT PER
PORCH DECKING
SIDE UTILITY CABIN FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 1V-2" WIDE
BUILDINGS ONLY)
INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 11'-2" WIDE
BUILDINGS ONLY)
ISTS @ 16" O.C. MAX. (8' WIDE)
ISTS @ 16" O.C. MAX (10' & 11'-2" WIDE)
RMITTED)
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan SHEET NUMBER
ON: DATE
/I 0.9234219200300.100.1.1=A0141 DRAWN BY. 09-28-2021 S
1•//J�I IKLN
0000000179D834EF80000196AF,�r�,T t ■ CHECKED BY: KLN _1•I�_YB
cn=Kevin Nolan, c=US `YMw ■ +�.1.rI7
Date: 2021.09.28 19:07:44 -05'00' PORTA13LE. BUILDINGS REVISION: SCALE: NOT TO SCALE
o�0`)� L NO
* ;• No.77209 •••;
f STATE
Q,•'•,_A OF
32'-0" MAX LENGTH
n.
o
4 0 2x4 STUD WALL
ABOVE (TYP)
3
5-3.2
"v
SPAN OF TRTD
PORCH DECKING
46 TRTD POST
ABOVE (TYP)
1 2
5-3.2 5-3.2
12'-0"
TREATED RIM JOIST
(NP)
CON
(SPLI
DELUXE UTILITY CABIN FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4x6 TRTD SKID
INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
T. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX.
CED JOISTS ARE NOT PERMITTED)
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
n / DIN: DATE: 09-28-2021
0000000179D834EF800001 6AF,1 � y//�i�s, �.w.�e f■I� DRAWN D KILN
cn=Kevin Nolan, c=US I # iMwr � iw # i CHECKED BY: KLN
Date: 2021.09.28 19:09:01 -05'00' PORTABLE BUILDINGS INGS REVISION: SCALE: NOT TO SCALE
Xjj L: No G"Okz
jv
* f No.77209 ••;
�1 STATE
Q•'•,_A OF
32'-0" MAX LENGTH
OUTSIDE 4x6 TRTD SKID
INSIDE 46 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)
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
ON: DATE: 09-28-2021
0000000179D834EF800001 6AF,1 �,/w�r ,any, �p �(�\/` � DRAWN D
ArM a h 11MM • Kit" � � KLN
cn=Kevin Nolan, c US w✓✓/ CHECKED BY: KLN
Date: 2021.09.28 19:09:33 -05'00' PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE
o4°J��N L Aro'p�''-'�.
* { No.77209
�.1 •• STATE
32'-0" MAX LENGTH (1 V-2" WIDE)
1 30'-0" MAX LENGTH (10'-0" WIDE)
20'-0" MAX LENGTH (8'-0" WIDE)
TO SHEETS S-2.4 AND S-2.5
ROOF FRAMING PLAN
FASTEN ROOF SHEATHING TO
FRAMING AT 4 INCHES O.C. AT
EDGES AND IN THE FIELD WITHIN
THE END STRIP AT EACH ENDWALL.
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION.
FASTEN ROOF SHEATHING TO
FRAMING AT 6 INCHES O.C. AT
EDGES AND IN THE FIELD, LINO.
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION.
VARIES
ROOF SHEATHING DIAGRAM
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
ON: DATE:
0.92342.19200300.100.1.1=AO141 y�r.��, �qr� ��y■ DRAWN BY: KILN 2021
000000in Nolan,
c=US 000196AF, ci t io- r King � CHECKED BY; KLN S-1.5-UB
cn=Kevin Nolan, c=US wA
Date: 2021.09.28 19:10:11 -05'00' 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
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
29-GAGE METAL ROOFING
ROOF TRUSS. REFER TO
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 @ 16" O.C.
2x4 STUDS @ 16" O.C.
2 2x4
PROVIDE DOUBLE
2 2x4
PROVIDE DOUBLE
T7-11 SIDING,
T
TOP PLATE
STUDS AT WALL SIDING
m
s/s" T1-11 SIDING,
TOP PLATE
T
STUDS AT WALL SIDING
LP SMARTSIDE
VERTICAL SEAMS
'/a" LP SMARTSIDE
VERTICAL SEAMS
ofPRECISION
SERIES
W
PRECISION SERIES
0
190 SIDING, OR
O
190 SIDING, OR
`7
tO
29 GA METAL SIDING
sTREATED PLYWOOD OR
"
fO
29 GA METAL SIDING
sTREATED PLYWOOD OR
(REF NOTES)
PE RFORMAX 500 FLOOR
(REF NOTES)
PE RFORMAX 500 FLOOR
DECKING.
DECKING.
(2) 46 TRTD SKID
t 5'-4"
vio
t 5'-4"
2x4 TRTD FLOOR JOISTS
2x6 TRTD FLOOR JOISTS
8'-0'•
@ 16" O.C. MAX
(2) 4x6 TRTD SKID
@ 16" O.C. MAX
8' WIDE
10' WIDE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
No.77209 ••;
p STATE
A OFP .. �OR19
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 S-3.3
BUILDING SECTIONS
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DN: DATE
.0.92342.19200300.100.1.1=A0141 awl. aa��.. ■fad ,Pf� u ■ i . u6illit DRAWN BY: KILN 2021 0000000179D834EF80000196AF, w ow& ,.., ■ ■ irr ` ■ ■ 1♦ 0 CHECKED BY: KLN S-2.0-UB
cn=Kevin Nolan, c=US 4 fill •• ■■ '7r ■ # n
Date: 2021.09.28 19:10:45 -05'00' PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE
Or
REFER TO NOTE 10 ON
SHEET S-0 FOR ROOF SHEATHING
ROOF TRUSS. REFER TO
SHEETS S-2.4 AND S-2.5
s/s" T1-11 SIDING,
''%" LP SMARTSIDE
PRECISION SERIES
190 SIDING, OR
29 GA METAL SIDING
(REF NOTES)
(4) 46 TRTD SKID
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-3.0 (TYP)
2x4 STUDS @ 16" O.C.
(2) 2x4 PROVIDE DOUBLE
TOP PLATE STUDS AT WALL SIDING
VERTICALSEAMS
3 5'-4"
1V-2"
11'-2" WIDE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
%" TREATED PLYWOOD OR
PERFORMAX 500 FLOOR
DECKING.
2x6 TRTD FLOOR JOISTS
@ 16" O.C. MAX
BUILDING SECTION
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 S-3.3
"'."
JE s- UTILITY BUILDING--FLORIDA-410=160 MPH--FBC 2020
* f No.77209 * % PROJECT NO:
* C Digitally signed by Kevin Nolan I SHEET NUMBER
�i��p�R�,•�A�p••'�•�`bSA.l;••p•O••};F,LO••p /� /n //'"�
DATE:
09-28-2D21DIN:STATEV"11111
7 0.9.2342.19200300.100.1.1=A0141 Ulm"
R DRAWN BY'
000000000196AF,
Cn=Kevin Nolan,c=US w �4ri ✓ CHECKED BY: KLN
21-UB
po1110% Date: 2021.09.2819:11:19-05'00' PORTABLE
BUiLDINGS REVISION: SCALE: NOT TO SCALE
REFER TO DETAIL 5 ON
SHEET 53.1 FOR STRAP
ATTACHMENT. (TYP)
tY4" - 16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)
ROOF TRUSS
4'-0" MAX
OPENING
8' WIDE FRONT ENDWALL
ROOF TRUSS
REFER TO DETAIL 5 ON
SHEET 53.1 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-( k��i
* ?• No.77209 ••;
STATE
Cy'••_� OF ,��j,
,,,���0 �O1Vp1.�p0`�,,•
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER.
DOUBLE TOP PLATE
REFER TO DETAIL 4 ON
SHEET 53.1 FOR STRAP
ATTACHMENT. (TYP)
OPTIONAL WINDOW
36" WIDE MAX (TYP)
DOUBLE TOP PLATE
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER.
REFER TO DETAIL 4 ON
SHEET 53.1 FOR STRAP
ATTACHMENT. (TYP)
REFER TO DETAIL 5 ON
SHEET 53.1 FOR STRAP ROOF TRUSS
ATTACHMENT. (TYP)
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
1Y4" - 16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)�
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
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EACI
STUD W/ (2) 8d NAILS MIS
(TYF
AT EACH CORNER.
DOUBLE TOP PLATE
REFER TO DETAIL 4 ON
SHEET 53.1 FOR STRAP
ATTACHMENT. (TYP)
u u u
ADDITIONAL *44" -16 GA
10'-0" WIDE FRONT ENDWALL STRAP FOR BUILDINGS
22'-0" TO 30'-0" LONG
(SEE NOTE, 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
THE TOP PLATE
OM THE SIDE WALL
ER THE END WALL PLATE
EACH CORNER.
IS0DI-1S:0Z677:2y1A
IEFER TO DETAIL 4 ON
;HEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan '1------ — SHEET NUMBER
DN: DATE 09-28-2021
0.9.234219200300.100.1.1=A0141 �,,iw ,aw.�, ��'„",,� ■ter■I DRAWN BY: KLN
0C00000179D834EF80000196AF, +✓ 0 CHECKED Bv: KLN
cn=Kevin Nolan, c=US
S-2.24
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
ATTACHMENT. (TYP)
%' - 16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EAC
STUD W/ (2) 8d NAILS MR
(TYF ,
REFER TO DETAIL 5 ON
SHEET S3.1 FOR:
ATTACHMENT
1Ya' -16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EAC
STUD W/ (2) 8d NAILS MIP
(TYF
1.- � L.. Np - �op�
�,,�•v�GENs��,�'Q
*;• No.77209 •••;
71 ST ATE
A OF
'.. SjON��op.
11'-2" WIDE FRONT ENDWALL
P THE TOP PLATE
OM THE SIDE WALL
'ER THE END WALL PLATE
EACH CORNER.
DOUBLE TOP PLATE
tEFER TO DETAIL 4 ON
iHEET S3.1 FOR STRAP
\TTACHMENT. (TYP)
THE TOP PLATE
OM THE SIDE WALL
ER THE END WALL PLATE
EACH CORNER.
DOUBLE TOP PLATE
tEFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
\TTACHMENT. (TYP)
11'-2" WIDE REAR ENDWALL
NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING, PLYWOOD,OR OSB
1. 0 0 0i:7111-*3
2x4 KNEE BRACE
EACH SIDE
OF DOOR
9'-0" OPENING
11'-2" WIDE FRONT ENDWALL
W/ ROLL -UP DOOR (OPTIONAL)
NOTES FOR ROLL -UP DOOR OPTION:
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER.
2x4 FLAT w/ 2x4 ON EDGE OVER
THE DOOR. REF DETAIL 6/S-3.0
(2) 2x4 STUDS EACH
SIDE OF DOOR
1. FOR BUILDINGS SHEATHED WITH T1-11 OR LP SIDING, PROVIDE FULL HEIGHT
7/6" OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL.
ATTACH THE SHEATHING TO THE WALL FRAMING WITH 23%" x 0.113" RING SHANK
NAILS SPACED AT 3" MAX.
2. FOR BUILDINGS SHEATHED WITH METAL SIDING, PROVIDE %" OSS 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 23%" x 0.113"
RING SHANK NAILS SPACED AT 3" MAX.
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
Digitally signed by Kevin Nolan -....`.. SHEET NUMBER
DN: DATE: 09-28-2021
C00000179D834EF80000196AF 410 �r1�� ,y�.wy�, pie King
DRAWN BY: S-2.34
71�1Ma� -q%r w #•i � KLN
rn=Kevin Nolan, c-US wr✓✓F CHECKED BY: KILN
Date: 2021.09.28 19:12:36 -05'00' PORTA13LE BUILDINGS REVISION: SCALE: NOT TO SCALE
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 L/240 LIVE LOAD AND L/180 TOTAL LOAD.
B. LOAD DURATION ADJUSTMENT FACTORS:
ROOF LIVE: 1.25
WIND: 1.60
9. REPETITIVE MEMBER INCREASE: 1.15
2x4 TRUSS 4'-3" 4'-3"
PLATE (TYP)
12
15
2x4 TRUSS
PLATE (TY
ALL TRUSS MEMBERS TO BE 2x4 SPF #2
MAX REACTIONS
HORIZ: 51 LBS.
NET UPLIFT: -221 LBS.
GRAVITY: 204 LBS.
8' WIDE UTILITY TRUSS
WAIIIIIIII11I4mIT, I=1LTA 17=1 A191:1*3ZIFIwNYA
MAX REACTIONS
HORIZ: 64 LBS.
NET UPLIFT: -276 LBS.
GRAVITY: 254 LBS.
10' WIDE UTILITY TRUSS
2x4 TRUSS
PLATE (TYP)
(2) 2x4 TRUSS
PLATE
5'-101. \ 5'-10"
12
1 5
11'-2"
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
b,
11
E ..... - UTILITY BUILDING-iiii-FLORIDA-410=160 MPH--FBC 2020
* ; N0.77209 •', * PROJECT NO:
i * e Digitally signed by Kevin Nolan SHEET NUMBER
** DATE: KILN S-2.4—UBE DN 09-28-2021F Q. 0.92342.19200300.100. 1.1=AO141 ly..�+I,I,�y�y,.Ra■i DRAWN BY,�••,� /C/j vlfi4/0000000179D834EF80000196AF, � CHECKED Bv: KLN
��SI � �� d, cn=Kevin Nolan, c—US
�IIIII/DI'N'QLOp,,�O Date: 2021.09.2819:13:17-05'00' PORTABLE BUiLryINv� REVISION:
SCALE: NOT TO SCALE
2x4 TRUSS
PLATE (TYP)
2X4 TRUSS
PLATE
r`rola
N
4'-358.. 4'-38..
17
q
ALL TRUSS MEMBERS TO BE 2x4 SPF #2
MAX REACTIONS
HORIZ: 105 LBS.
NET UPLIFT: -214 LBS.
GRAVITY: 208 LBS.
8' WIDE MAIN TRUSS
ALL TRUSS MEMBERS TO BE 2X4 SPF #2
MAX REACTIONS
HORIZ: 125 LBS.
NET UPLIFT: -225 LBS.
GRAVITY: 206 LBS.
8' WIDE DORMERTRUSS
@1 L - NOGG°'o,
No.77209 ••;
%1 • STATE
2x4 TRUSS
PLATE (TYP)
2x4 TRUSS
PLATE (TYP)
5 38" 5'-38.,
10.-01, iv
7 �
ALL TRUSS MEMBERS TO BE 2x4 SPF #2
MAX REACTIONS
HORIZ: 131 LBS.
NET UPLIFT: -268 LBS.
GRAVITY: 258 LBS.
10' WIDE MAIN TRUSS
ALL TRUSS MEMBERS TO BE 2x4 SPF #2
MAX REACTIONS
HORIZ: 105 LBS.
NET UPLIFT: -187 LBS.
GRAVITY: 175 LBS.
10' WIDE DORMER TRUSS
NOTE: MAX TRUSS SPACING = 16" O.0
(2) 2x4 TRUSS
2x4 TRUSS PLATE
PLATE (TYP) 5'-10a" 5'-108"
1 7
�2X4
11' 2"
ALL TRUSS MEMBERS TO BE 2x6 SPF #2
(UNLESS NOTED OTHERWISE)
MAX REACTIONS
HORIZ: 146 LBS.
NET UPLIFT: -300 LBS.
GRAVITY: 288 LBS
12' WIDE MAIN TRUSS
2x6 TRUSS 5-1 A 5-1 8
MEMBER
12
13
t�7
N
11'-2"
ALL TRUSS MEMBERS TO BE 2x4 SPF #2
(UNLESS NOTED OTHERWISE)
MAX REACTIONS
HORIZ: 175 LBS.
NET UPLIFT: -314 LBS.
GRAVITY: 288 LBS.
12' WIDE DORMER TRUSS
e-
2x4 TRUSS
PLATE (TYP)
CJIW
0
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020 1
Digitally signed by Kevin Nolan 'v".. SHEET NUMBER
DIN:
A4% y�y, y, yy � DRAWN BY: 09-28-2021
0000 00179 834EF800001 6AF,1 w % 0-- � ■ fnyil r i r KLN S-2.5—UB
cn=Kevin Nolan, c=US 4nr �i11 ■■ '�Mw CHECKEDBV: KLN
Date: 2021.09.28 19:14:01 -05'00' PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE
ATTACH SIDING TO
WALL FRAMING
W/ 23/e" x 0.113" RING
THANK NAILS Q 6" O.C.
IN FIELD & ALONG
EDGES. (SPACE NAILS
AT 3" O.C. ALONG
PANEL EDGES AT
ENDWALLS)
(3) 3" NAILS
1-TYPICAL DETAIL
ROOF TRUSS
(3) 3" NAILS
THROUGH
BOTTOM PLATE
INTO EACH STUD
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
9 �•v�CENs��';
' STATE
CONT. 2x TREATED RIM BOARD
W/ 3" NAILS Q 6" INTO BRIDGING
& (3) 3" NAILS TOENAILED INTO SKID
FLOOR JOIST (4) 3" x 0.131" RING
SHANK TOE NAILS
/ INTO SKID
ATTACH TO ROOF
W/ 1'50/4" STAPLES
Q 12" O.C.
1x4 P.T. FASCIA
w/ (2) 2" NAILS
AT EACH TRUSS
ROOF DECKING
TRUSS
V
SIMPSON MTS16 STRAP
P.T. PLYWOOD w/ (7) 10d x 1Y2" NAILS (MIN) IN
SOFFIT WTI 2" EACH END OF THE STRAP
X
NAILS AT EACH AT EACH TRUSS. WRAPAROUND
TRUSS AND NAIL TO WALL TOP PLATE
=
O
WHEN TRUSS DOES NOT LINE
CONT. 2x4 TRTD
BRIDGING W/
O SKID
TOE NAIL TRUSS UP WITH A WALL STUD BELOW.
(5) 3" NAILS IN
z Y
W
TO TOP PLATE W/ REF DETAIL 4/S-3.0 FOR AN
EACH SKID
z
(4) 10d NAILS MIN ALTERNATE HOLD DOWN OPTION
g —
IN LIEU OF THE METAL STRAP.
DOUBLE
2-FLOOR JST TO SKID DETAIL
3- EAVE DETAIL TOP PLATE
DOUBLE 2x4(TYP)
TOP PLATE 3" NAILS Q ENDWALL HEADER FOR
8" O C OPENINGS UP TO V-0".
SIDEWALL HEADER FOR
OPENINGS UP TO 4'-0".
(2) 2x4 W/ �%" OSB
FLITCH PLATE
NOTE:
(1) 2x4, FLAT
NOTE:
SIDEWALL HEADER FOR
ALL MEMBERS
ALL MEMBERS
OPENINGS UP TO 6'-0".
ARE 2x4
ARE 2x4, UNO
(2) 2x6 W/T/g' OSB
FLITCH PLATE
SIDEWALL HEADER
38" MAX
(3) 3" NAILS
38" MAX
FOR OPENINGS
(TYP)
UP TO V-0"
NOTES:
1. PROVIDE 2x4 JACK STUD UNDER EACH END OF LOAD
STUD
BEARING HEADERS. NAIL TO ADJACENT STUD PER
FASTENING SCHEDULE. NOT REQUIRED AT END WALL
OPENINGS.
DETAIL (,,)
ENDWALL
DETAIL @ SIDEWALL
5-TYP WINDOW FRAMING
6-DOOR HEADER SCHEDULE
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
TOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECT NO: SHEET NUMBER
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
Digitally signed by Kevin Nolan DATE: 09-28-2021
ON: (p�y� DRAWN BY:
0179D 34EF80300196A , cn=KAO1 vin Nolan �I �7 KILN S-3.04 OOO
0179D834EF8000019fiAF, cn=Kevin Nolan, ✓ CHECKED BV:
c-1S PORTABLE BUILDINGS Date: 2021.09.2819:14:43-05'00' REVISION: SCALE: 1"=1'-0
ROOF TRUSS
(TYP)
TOP PLATE
1- WALL TOP PLATE SPLICE DETAIL
SIMPSON MTS16 STRAP
w/ (7) 10d x IY2" NAILS (MIN) ROOF
IN EACH END OF THE
STRAP AT EACH TRUSS. TRUSS
WRAP AROUND TOP PLATE.
REF DETAIL 4/S-3.0 FOR AN
ALTERNATE HOLD DOWN
OPTION IN LIEU OF THE
METAL STRAP. i
PORCH POST
BEYOND.
(2) 2x4 TOP PLATE
REF DETAILS ON
W/ CONT. %" x 50/4"
SHEET FOR
PLYWOOD SOFFIT
ADD'L 'L INFO.
EXTENDED FROM
BUILDING
NOTE: REFER TO 3/S3.0 FOR INFO NOT SHOWN.
3- PORCH EAVE DETAIL
pp�'.X0 L. No • %,
* j No.77209
ST TIE
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
1%" - 16 GA STEEL STRAP.
WRAP AROUND JOIST &
ATTACH TO JOIST
W/ (4) 10d X 1Y2" NAILS
EACH SIDE OF JOIST.
4-STRAP ATTACHMENT
SCALE = %" = 1'-0"
1%" - 16 GA STEEL STRAP.
WRAP OVER WALL TOP
PLATE. PROVIDE (3) 8d
NAILS INTO TOP OF PLATE.
PROVIDE (5) 10d NAILS MIN
INTO STUD/ SIDE OF PLATE.
STUD
VARIES (SEE PLAN)
SKID
2- SKID SPLICE DETAIL
DOUBLE
TOP PLATE
14x6
3" NAILS
@ 12" O.C.
2x4 STUD
(END WALL)
(2) 2x4 STUDS
(SIDE WALL)
3" NAILS @ 12" O.C.
STAGGERED
5-STRAP ATTACHMENT
SCALE =1Y2" = 1'-0"
6-TYPICAL CORNER DETAIL
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
IOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECT NO: SHEET NUMBER
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
DATE: 09-28-2021
Digitally signed by Kevin Nolan sad U"dwir DRAWN DN: Oft
W "!✓# Kr i n �y/� a CHECK D KLN
D.834E.19200196AF,0n=Kavia Nolan, c=US +h.✓✓ CHECKED BY: KLN S-31-UB
Data:221.000819:1:29Kevin Nolan, c=US PORTABLE BUILDING
Date: 2021.09.2819:15:29-OS'00' REVISION: SCALE: 1"=1'-0
(2) fi%" x 6" LAG
SCREWS THROUGH
TOP PLATES INTO
46 P.T. POST
P.T. PLYWOOD
:EIUNG AT PORCH
INLY.
4x
P.T. 1x PORCH BOARDS
w/ (2) 3" NAILS INTO
CONT. 2x P.T. EACH 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
46 P.T.
POST
CONT. 2x P.T.
RIM JOIST
(8) 3" x 0.131" RING
SHANK NAILS (MIN)
FROM JOIST INTO
POST
P.T. 1x PORCH BOARDS
W/ (2) 3" NAILS INTO
EACH FLOOR JOIST
46 P.T. SKID
NOTE: REFER TO 1/S3.2 FOR INFO NOT SHOWN.
2- INTERMEDIATE PORCH POST DETAIL
Aro
* -' No.77209 - *
STATE
Q C OF
REF DETAILS 3/S-3.1 & 4/S-3.0
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT SHOWN FOR CLARITY
(TYP)
(2) fi/fi X 6" LAG
SCREWSTHROUGH
TOP PLATES INTO
4x6 P.T. POST
4x6 P.T.
POST
REF DETAILS 1 & 2/S3.2
FOR POST BASE
ATTACHMENT
REF DETAILS 3 & 4/S-3.0
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT SHOWN FOR CLARITY
(TYP)
END WALL
P.T. 1x PORCH BOARDS
w/ (2) W NAILS INTO
EACH FLOOR JOIST
4x6 P.T. SKID
PORCH VARIES (SEE PLAN)
ROOF TRUSS
(TYP)
DOUBLE TOP PLF
EXTENDED
TO PORCH POST
BOTTOM PLATE
(TYP)
FLOOR JOIST
(TYP)
NOTE: REFER TO DETAILS 1/S3.2 AND 2/S3.2 FOR INFO NOT SHOWN.
3- OPTIONAL PORCH SECTION
UTILITY BUILDING-a-FLORIDA-410=160 MPH--FBC 2020
JOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECT NO: SHEET NUMBER
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
Digitally signed by Kevin Nolan ,Wo%+r�.�► I�,r7, ....aaaarrr�,,,���Ia DATE: BY: 09-28-2021 S-3.2—UB
DN:
� � ■ DRAWNDB KLN n 0.9.2C=Us342.19200300.100.1.1=A01410C000001
All KLN
]9D834EF86600196AF, cn=Kevin Nolan, J'�y /�, a BUILDINGS
CHECKED BV:
Date: 2021.09.2819:16:15-05'00' PORTABLE BUILDINGS REVISION: SCALE: 1"=V-0
29 GA METAL PANEL
9.1
rl
ROOF DECKING
REFER TO DETAIL 1/5-3.3
FORATTACHMENTOF
METAL ROOFING TO
THE ROOF DECK
DOUBLE
TOP PLATE
29 GA. METAL SIDING.
ATTACH TO GIRTS PER
DETAIL 31S-3.3
2x4 WALL GIRT. ATTACH
TO EACH STUD w/
(3) 3" x 0.131" RING SHANK
NAILS (TYP)
z
w
#10-15 x 1Yi' WOOD SCREW
mo
w/ WASHER @ 9" O.C.
z ^
(ONE SIDE OF EVERY MAJOR RIB)
a
SPACE SCREWS AT 16" O.C. MAX
ALONG PANEL LENGTH.
w
U
2x FRAMING SPACED
AT 24" O.C. MAX
1-METAL PANEL FASTENING TO SHEATHING
`J�N L. NOl�q,',����i
* ?• No.77209
•: ST TF-
Q'•• A OF
""in?'ONAi- V pA#y
29 GA METAL PANEL
Y4"-14 SELF DRILLING
SCREW w/ WASHER
SPACED @ 24" O.C.
ALONG EA SIDELAP
SIMPSON 1Y2"MTS16N STRAP
w/ (7) 10d x 1Yz" NAILS (MIN) IN
EACH END OF THE STRAP
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
ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE METAL STRAP.
2x4 STUDS @
16" O.C.
2-TYPICAL VERT METAL SIDING DETAIL
NOTE: REFER TO DETAILS 11S3.0 AND 31S3.0 FOR INFO NOT SHOWN.
#10-14 x 1Y2" WOOD SCREW
r w/ WASHER @ 3.5"-5.5"-35' O.C.
5Yi' 3Yi', / (EACH SIDE OF EVERY MAJOR RIB)
FASTENING PATTERN AT PANEL ENDLAP
29 GA METAL PANEL
Ya"-14 SELF DRILLING
SCREW w/ WASHER
SPACED @ 24" O.C. 9" TYP
ALONG EA SIDELAP
2x FRAMING
#10-14 x %" WOOD SCREW
w/ WASHER @ 9" O.C.
(ONE SIDE OF EVERY MAJOR RIB)
FASTENING PATTERN AT INTERIOR PANEL SUPPORT
3-METAL PANEL FASTENING TO WOOD FRAMING
SCALE = tY2" = 1'-0"
UTILITY BUILDING-a-FLORIDA-410=160 MPH--FBC 2020
V ATTACHMENT INFORMATION NOT NOTED ON THIS SET.- V —V V SHEET NUMBE
HER
Digitally signed by Kevin Nolan DATE' 09-28-2021
ON: DRAWN BY: KLN
o.9.z3az.19zoo3ao.1 oo.1.1 Aolalocoo0oo wm r i %I"p� t KLN
-3,
179D834EF80000196AF,cn=KevinNolan, {ar✓� CHECKED BY:
=N5 PORTABLE BUILDINGS SCALE:1"=V-0
Date: 2021.09.2819:17:04 OS'00' REVISION:
REFER TO DETAIL 1/S-3.3
FOR ATTACHMENT OF
METAL ROOFING TO
THE ROOF DECK
29 GA. METAL SIDING OVER
7/6" OSB OR PLYWOOD
WALLSHEATHING.
REFER TO DETAIL 1/S-3.3
FOR SIDING ATTACHMENT
ATTACH SHEATHING TO
WALL FRAMING
W/ 2%" x 0.113" 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 1Y2" 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.
1-TYPICAL HORIZ METAL SIDING DETAIL
NOTE: REFER TO DETAILS 1/S3.0 AND 3/S3.0 FOR INFO NOT SHOWN.
VY
No.77209 ••';
P STATE
Q'•,_A OF
FASCIA
2x6 SOFFIT
SIDING
ROOF DECKING. ATTACH
TO TRUSS W/ 2%" x 0.113"
RING SHANK NAILS SPACED
AT 4" O.C. MAX
ROOFTRUSS
2-OPTIONAL EXTENDED EAVE AT END WALL
SCALE = 1Y2" = V-0"
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
IOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECT NO: SHEET NUMBER
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
DATE: 09-28-2021
Digitally signed by Kevin Nolan
DIN:�\•� J/^��+t�(+'� DRAWN BY:
KLN
'c0.9.234219200300100.1 1=A0141000000017 W '41M '�Mla 71 h r CHECKED BY: KLN S-3,44
/ `� / ✓ 9D834EF80000196AF cn Kevin Nolan, c=US �✓
Date: 2021.09.2819:17.4705'00' PORTABLE BUI D!N/'S REVISION: SCALE: 1"=V-0
a%" TRTD
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE.
\
ATTACH TO WOOD JAMB
wl Ya' x 1.75" LONG LAG
0.79"
SCREWS @ 12" O.C. PER
1 96"
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
EXTERIOR WOOD SIDING.
REF DETAIL 1/S-3.0 FOR
NAILING REQUIREMENTS
(2) 2x4 SP #2 (OR BETTER)
JAMB STUD. REFER TO
FASTENING SCHEDULE
FOR NAILING REQUIREMENTS
1-ROLL-UP DOOR JAMB DETAIL
(WOOD SIDING)
.` �•v�GENg��'.
* No.77209
11 STATE
•. �oRt9P C�` '
a%1' TRTD
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE.
ATTACH TO WOOD JAMB
wl 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
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
2-ROLL-UP DOOR JAMB DETAIL
(HORIZ METAL SIDING)
2x4 WALL GIRT. REFER
TO DETAIL 2/S3.3 FOR
SPACING AND NAILING
REQUIREMENTS
a%"TRTD
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE.
ATTACH TO WOOD JAMB
wl 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 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
96" FASTENING SCHEDULE
FOR NAILING REQUIREMENTS
3-ROLL-UP DOOR JAMB DETAIL
(VERT METAL SIDING)
UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2020
40TE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR PROJECT NO: SHEET NUMBER
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
Digitally signed by Kevin Nolan DATE. KILN
S.315=U6
DN: DRAWN BY. KILN
0.9.2342C—Us.19200300.1001 1=A0141000ODODI
79D634EF80000196AF, cn=Kevin Nolan, pp t-r { /^ i g CHECKED BV:
Date: 2021.09.2819:1827-05'00' PORTABLE 13UILDINGS wY� REVISION: SCALE: 11/2"=V-0
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS.
ATTACH TO FRAMING w/ 1"x%"
STAPLES AT 12" O.C. (TYP)
FRONT ELEVATION
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS.
ATTACH TO FRAMING w/ 1"xYy"
STAPLES AT 12" O.C. (TYP)
rIONAL DOOR OR WINDOW.
:ATIONS VARY PER CUSTOMER.
REAR ELEVATION
VARY PER CUSTOMER. AUt tLt VAI IUN
NOTE:
WINDOWS, DOORS, AND TRIM SHOWN ARE CONCEPTUAL. ACTUAL WINDOW, DOOR, AND TRIM
MAY VARY PER CUSTOMER REQUEST.
„0 l.....nu�,..
°J �E s�-- UTILITY BUILDING—FLORIDA-410=160 MPH--FBC 2020
* ; No. 772 )9 •1 * PROJECT NO:
* ` Digitally signed by Kevin Nolan SHEET NUMBER
STATE
• = ON , DATE: 09-28-2021
A OF Q. 0.9234219200300.700.1.1 -A0741
S���,G S�•gI;pO�gRLlO; ,C,/�� 0796AF,
DRAWN BY:
0C00000179D834EF8000 Kingcn Kevm Nolan, c US WeCo� r CHECKED BY: KLN SAB
awa
181111111%
Date: 2021.09.28 19:19:37 -05'00' PORTABLE BUiLDINGS REVISION: SCALE: NOT TO SCALE