HomeMy WebLinkAboutLoaf Barn SpecificationLu
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 OFTHE 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.
J
10. ALL ROOF DECKING IS TO BE 3/6" OSB,1%2'. PLYWOOD,
%2' PLYWOOD, OR EQUIVALENT. FASTEN ROOF SHEATHING TO
ROOF FRAMING WITH 2%" 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.
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* No.77209
STATE
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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 ANSUAWC
"NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD
CONSTRUCTION", 2018.
15. ALL FLOOR DECKING IS TO BE %" TREATED PLYWOOD
OR %" 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 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:
1. RISK CATEGORY I
2. LIVE LOADS:
FLOOR: 40 PSF
LOFT: 10 PSF
ROOF: 20 PSF
3. DEAD LOADS:
FLOOR: 4 PSF
ROOF: 5 PSF
WALLS: 3 PSF
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 FP
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 FTZ
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
000
ITEMS BY OTHERS:
THE FOLLOWING ITEMS MAY BE SUPPLIED AND
INSTALLED BY OTHERS. THESE ITEMS MAY BE
SUBJECT TO LOCAL JURISDICTION APPROVAL.
WEATHER KING PORTABLE BUILDINGS IS NOT
RESPONSIBLE FOR THESE ITEMS.
1. THE FOUNDATION AND TIE -DOWN SYSTEM
2. RAMPS, STAIRS, AND GENERAL ACCESS
3. ELECTRICAL SERVICE HOOKUP
20 11 105
130 10S
1 10 120
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ISO 140
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WEATHER KING
P.O. BOX 108
PARIS, TN 38242
LOFTED BARN--FLORIDA--WIND=160 MPH--FBC 2020
Digitally signed by Kevin Nolan
DN:
k,0.9.2342.19200300.100.1.1=A01 41.00000001740089501F00044A
8 c Kevin Nolan, c=US
1 Date: 2021.01.08 12:21:15-06'00'
PROJECT NO:
SHEET NUMBER
SmOmLB
SCALE: NONE
FASTENING SCHEDULE
DESCRIPTION OF BUILDING ELEMENT
I NUMBER AND TYPE OF FASTENER
SPACING AND LOCATION
ROOF FRAMING
3 - 8d COMMON (2Y2" x 0.131")
1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO
3 - 10d BOX (3" x 0.128")
TOP PLATE OR OTHER FRAMING.
3 - 3" x 0.131" NAILS
EACH END, TOENAIL
3 - 3" 14 GAGE STAPLES, Y16" CROWN
2 - 8d COMMON (2Y2" x 0.131")
2 - 3" x 0.131" NAILS
EACH END, TOENAIL
2. BLOCKING BETWEEN RAFTERS NOT AT THE WALL TOP
2 - 3" 14 GAGE STAPLES
PLATE, TO RAFTER.
2 - 16d COMMON (3Y2" x 0.162")
3 - 3" x 0.131" NAILS
END NAIL
3-3.
-3" 14 GAGE STAPLES
COLLAR TIE TO RAFTER
REFERENCE SHEETS S-2.4 AND S-2.5
3 - 10d COMMON (3" x 0.148")
3 -16d BOX (3y" 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, 3/16" CROWN
3 - 8d COMMON (2Y2" x 0.131")
CEILING JOISTS TO TOP PLATE
3 - 10d BOX (3" x 0.128")
3 - 3" x 0.131" NAILS
EACH JOIST. TOENAIL
3 - 3" 14 GAGE STAPLES,/6" CROWN
WALL FRAMING
16d COMMON (3Y2" x 0.162")
24" O.C. FACE NAIL
STUD TO STUD (NOT AT BRACED WALL PANELS)
10d BOX (3" x 0.128")
3" x 0.131" NAILS
16" O.C. FACE NAIL
3 - 3" 14 GAGE STAPLES
16d COMMON (3YZ' x 0.162")
16" O.C. FACE NAIL
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING
16d BOX (3Y2" x 0.135")
12" O.C. FACE NAIL
WALL CORNERS (AT BRACED WALL PANELS)
3" x 0.131" NAILS
3 - 3" 14 GAGE STAPLES,/fi' CROWN
12" O.C. FACE NAIL
CONTINUOUS HEADER TO STUD
4 - 8d COMMON (2Y2" x 0.131")
TOENAIL
4 -10d BOX (W x 0.128")
16d COMMON (3Ys" x 0.162")
16" O.C. FACE NAIL
TOP PLATE TO TOP PLATE
10d BOX (3" x 0.128")
3" x 0.131" NAILS
12" O.C. FACE NAIL
3" 14 GAGE STAPLES, 3/16" CROWN
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y� No.77209
STATE
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DESCRIPTION OF BUILDING ELEMENT
NUMBER AND TYPE OF FASTENER
FSPACING AND LOCATION
WALL FRAMING (CONT.)
8 - 16d COMMON (3YZ' x 0.162")
EACH SIDE OF END JOINT, FACE NAIL
TOP PLATE TO TOP PLATE, AT END JOINTS
12 -10d BOX (3" x 0.128")
12 - 3" x NAILS
(MINIMUM 24" LAP SPLICE LENGTH
12 - 3" 14 GAG 76" CROWN
GAGE STAPLES, /
EACH SIDE OF END JOINT)
16d COMMON (3Y2" x 0.162")
16" O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST, OR
16d BOX (3Y2" x 0.135")
BLOCKING (NOT AT BRACED WALL PANELS)
3" x 0.131" NAILS
12" O.C. FACE NAIL
3" 14 GAGE STAPLES, 3/6" CROWN
2 - 16d COMMON (3Y2' x 0.162")
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST, OR
3 - 16d BOX (%" x 0.135")
16" O.C. FACE NAIL
BLOCKING (AT BRACED WALL PANELS)
4 - 3" x 0.131" NAILS
4 - 3" 14 GAGE STAPLES, Y16- CROWN
4 - 8d COMMON (2Y2" x 0.131")
4 -10d BOX (3" x 0.128")
TOENAIL
4 - 3" x 0.131" NAILS
4 - 3" 14 GAGE STAPLES, 3/6" CROWN
STUD TO TOP OR BOTTOM PLATE
2 - 16d COMMON (3Y2" x 0.162")
3 - 10d BOX (3" x 0.128")
3 - 3" x 0.131" NAILS
END NAIL
3 - 3" 14 GAGE STAPLES, Y16" CROWN
2 - 16d COMMON (3Y2" x 0.162")
3 - 10d BOX (3" x 0.128")
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
3 - 3" x 0.131" NAILS
FACE NAIL
3 - 3" 14 GAGE STAPLES, Y/6" CROWN
FLOOR FRAMING
3 - 8d COMMON (2Y2" x 0.131")
JOIST TO SKID
3 - 10d BOX (3" x 0.128")
3 - 3" x 0.131" NAILS
TOENAIL
3 - 3" 14 GAGE STAPLES, Y/6" 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, %fi' 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 - 3" 14 GAGE STAPLES, Y16' CROWN
3 - 16d COMMON (3YZ' x 0.162")
4 - 10d BOX (3" x 0.128")
JOIST TO BAND JOIST OR RIM JOIST
4 - 3" x 0.131" NAILS
END NAIL
4 - 3" 14 GAGE STAPLES, 3/6" CROWN
LOFTED BARN--FLORIDA--WIND=160 MPH- _FBC 2020
Digitally signed by Kevin Nolan
S' DN:
/ r0 9 2342.19200300.100.1.1=A01
4100000001740C89501F00044A
�84, cn=Kevin Nolan, c=US
a ,f' Date: 2021.01.08 12:23:05-06'00'
4"
PROJECT NO:
DATE: 12-31-2020
DRAWN BY: KLN
CHECKED BY: KLN
Neia%t'he, m 9 1
REVISION:
SHEET NUMBER
S-01-LB
SCALE: NONE
FASTENING SCHEDULE (CONT.)
DESCRIPTION OF BUILDING ELEMENT
NUMBER AND TYPE OF FASTENER
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
8d COMMON OR DEFORMED (2Yi' x 0.131") (ROOF)
6
12
%" TO Y2"
23/s" x 0.113" NAIL (SUBFLOOR AND WALL)
6
12
1W 16 GAGE STAPLE, %s" CROWN
(SUBFLOOR AND WALL)
4
8
2%" x 0.113" RING SHANK NAIL (ROOF)
6
12
13/" 16 GAGE STAPLE, 3/16" CROWN (ROOF)
3
6
1%2" TO 3/4"
8d COMMON (2Y2" x 0.131")
6d DEFORMED (2" x 0.113") (SUBFLOOR AND WALL)
6
12
23/" x 0.113" RING SHANK NAIL
6
12
EXTERIOR WALL SIDING
23/" x 0.113" RING SHANK NAIL
6 (SIDE WALL)
6
%" LP SMARTSIDE PRECISION PANEL OR
%" TREATED T1-11 SIDING
23/" x 0.113" RING SHANK NAIL
3 (END WALL)
6
a. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES 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.
yE ; No.77209
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OF P•:
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LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
PROJECT NO:
�l Digitally signed by Kevin Nolan � . SHEET NUMBER
DN:her DATE: 12-31-2020
0 9 2342.19200300.100.1.1=A014 DRAWN BY: KLN
v/fjy/`t10C000001740C89501F00044A8
S-0.2-LB
4, cn=Ke in Nolan, c=US CHECKED BY: KLN
Date: 2021.01.08 12:23:25-06'00' PORTABLE REVISION: SCALE: NONE
L.
,k No.77209
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STATE
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32'-0" MAX LENGTH (11'-2" WIDE)
30'-0" MAX LENGTH (10'-0" WIDE)
20'-0" MAX LENGTH (8'-0" WIDE)
CONT. 2x4 TREATED FLOOR JOISTS @ 16" O.C. MAX. (8' WIDE)
CONT. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (10' & 1 V-2" WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
TYPICAL FLOOR FRAMING PLAN
TREATED RIM JOIST
(TYP)
OUTSIDE 46 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)
LOFTED BARN--FLORIDA--WIND=160 MPH--FBC- 2020
Digitally signed by Kevin Nolan
DN:
t0.9.2342.19200300.100.1.1=AO 14
100000001740089501F00044A8
in Nolan, c=US
`f Date: 2021.01.08 12:23:45-06'00'
PROJECT NO:
° DATE: 12-31-2020
DRAWN BY: KILN
Aft
Afm�cl`ther
CHECKED BY: KLN
PORTABLE N REVISION:
SHEET NUMBER
S-1.0-LB
SCALE: NOT TO SCALE
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OF
* No.77209
STATE
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32'-0" MAX LENGTH (1 V-2" WIDE)
30'-0" MAX LENGTH (10'-0" WIDE)
o
4'-0" OR 6'4"
PORCH 2x4 STUD WALL TREATED RIM JOIST
ABOVE (TYP)
3
S-3.2
�
SPAN OF TRTD
PORCH DECKING
II
II
4x6 TRTD POST
ABOVE (TYP)
1
S-3.2
TYP
CONT. 2x4 TREATED FLOOR JOISTS @ 16" O.C. MAX. (8' WIDE)
CONT. 2A TREATED FLOOR JOISTS @ 16" O.C. MAX (10' & 1 V-2" WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
LOFTED BARN 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 1 V-2" WIDE
BUILDINGS ONLY)
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
o PROJECT NO:
Digitally signed by Kevin Nolan SHEET NUMBER
DN: DATE: 12-31-2020
0.9.2342.19200300.100.1.1=A0
�14100000001740089501 F0004 DRAWN BY: KILNt� 4A114,: Kevin Nolan, c=US . `'
FX n g CHECKED BY: KLN
Date: 2021.01.0812:24:07 w h e
�r -06 00' 6� REVISION:
�'� SCALE: NOT TO SCALE
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* ; No.77209
• STATE
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ONA
11111
32'-0" MAX LENGTH (11'-2" WIDE)
30'-0" MAX LENGTH (10'-0" WIDE)
o v
TREATED RIM JOIST
(TYP)
10
+1
3
S-3.2
OPP
U
O
a
II
Nv
4x6 TRTD POST
ABOVE (TYP)
1 2
S-3.2 S 2
12'-0" MAX PORCH
2x4 STUD WALL
ABOVE (TYP) CONT. 2x4 TREATED FLOOR JO
CONT. 2x6 TREATED FLOOR JO
SPAN OF TRTD (SPLICED JOISTS ARE NOT PEF
PORCH DECKING
—
SIDE LOFTED BARN 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)
ISTS @ 16" O.C. MAX. (8' WIDE)
ISTS @ 16" O.C. MAX (10' & 1 V-2" WIDE)
;MITTED)
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
( Digitally signed by Kevin Nolan
DN:
0.9.2342.19200300.100.1.1=A0
k1410C000001740C89501F0004
/ v 4A84, cm,Kevin Nolan, c=US
Date: 2021.01.08 12:24:32
-06'00'
PROJECT NO:
' DATE: 12-31-2020
VVma Aff M" Amp - DRAWN BY: KLN
eiaLhe& King CHECKED BY: KLN
PORTABLE BUILDINGS,REVISION:
SHEET NUMBER
S-1.2-LB
SCALE: NOT TO SCALE
,,,�p11111111#111',
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No.77209
STATE
OF
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1111
32'-0" MAX LENGTH
2 .-.
"
4-0 2x4 STUD WALL
ABOVE (TYP)
3
S-3.2
10
II
klIx
1-7
--J.
SPAN OF TRTD
PORCH DECKING
4x6 TRTD POST
ABOVE (TYP)
� 2
S-3.2 S-3.2
12'-0"
TREATED RIM JOIST
(TYP)
SPLI
DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4x6 TRTD SKID
INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
F. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX.
CED JOISTS ARE NOT PERMITTED)
LOFTED- BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
i Digitally signed by Kevin Nolan
t
DN:
r 0.9.2342.19200300.100.1.1=A014
vojjz.-� 10C000001740C89501F00044A8
- `4; cn' Kevin Nolan, c=US
Date: 2021.01.08 12:24:56-06'00'
PROJECT NO:
a ' DATE: 12-31-2020
DRAWN BY: KLN
cl X I I It: r I I CHECKED BY: KLN
BUILDINGSPORTABLE - REVISION:
SHEET NUMBER
S-1.3-LB
SCALE: NOT TO SCALE
V.
No.77209
• STATE
A OF
',��'�.�'��'•. 1-ORiOP•'. ,
un
9
32'-0" MAX LENGTH
LOFTED BARN w/ ROLL -UP DOOR FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4x6 TRTD SKID
INSIDE 46 TRTD SKID
OUTSIDE 4x6 TRTD SKID
FATED FLOOR JOISTS @ 12" O.C.
(SPLICED JOISTS ARE NOT PERMITTED)
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
r�
Digitally signed by Kevin Nolan
DN:
n / ��0.9.2342.19200300.100.1.1=A014
10.000 0 1740089501F00044M
7 1
;j -�- 4, cn=Keyin Nolan, c=US
�/ Date: 2021.01.08 12:25:21-06'00'
61
PROJECT NO:
DATE: 12-31-2020
DRAWN BY:ELM KLN
Neal " vivu Fving,
CHECKED BY: KLN
REVISION:
SHEET NUMBER
S-114-LB
SCALE: NOT TO SCALE
NO
No.77209 .
STATE
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111111
32'-0" MAX LENGTH (11'-2" WIDE)
30'-0" MAX LENGTH (10'-0" WIDE)
20'-0" MAX LENGTH (8'-0" WIDE)
RIDGE
cn
r
O
u
m
RIDGE
cn
r
O
a
m
RIDGE
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, UNO.
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION.
VARIES
RIDGE
ROOF SHEATHING DIAGRAM
LOFTED BARN---FL0R1DA--W1ND=160 MPH--FBC 2020
h Digitally signed by Kevin Nolan
DN:
0 9.2342.19200300.100.1.1=A014
vlrj� 100000001740C89501F00044A8
cn= a in Nolan, c=US
�r Date: 2021.01.08 12:25:43-06'00'
PROJECT NO:
SHEET NUMBER
12-31-2020
KLN
KLN S-1.5-LB
SCALE: NOT TO SCALE
REFER TO NOTE 10 ON
REFER TO NOTE 10 ON
ASTM D3161 CLASS F OR
SHEET S-0 FOR ROOF SHEATHING
ASTM D3161 CLASS FOR SHEET S-0 FOR ROOF SHEATHING
ASTM D7158 CLASS H
ASTM D7158 CLASS H
ASPHALT SHINGLES OR
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
ROOF TRUSS. REFER TO
29-GAGE METAL ROOFING ROOF TRUSS. REFER TO
SHEETS S-2.4 AND S-2.5
SHEETS S-2.4 AND S-2.5
�'16" OSB OR %2' PLYWOOD
7/s' OSB OR %2' PLYWOOD
DECKING @ LOFT AREAS
DECKING @ LOFT AREAS
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
o
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
o
AND GABLE ENDS.
AND GABLE ENDS.
REF. DETAIL 3/S-3.0 (TYP)
REF. DETAIL 3/S-3.0 (TYP)
�Do
00.
2x4 STUDS @ 16" O.C.
2x4 STUDS @ 16" O.C.
PROVIDE DOUBLE
PROVIDE DOUBLE
00
2x4 LOFT JOIST
STUDS AT WALL SIDING iv
2x6 LOFT JOIST
STUDS AT WALL SIDING
o
@ 24" O.C.
VERTICAL SEAMS
@ 24" O.C.
VERTICAL SEAMS
T1-11 SIDING,
5/8' T1-11 SIDING,
%" LP SMARTSIDE
"
3/8' LP SMARTSIDE
PRECISION SERIES
DOUBLE
CO
PRECISION SERIES
DOUBLE
190 SIDING, OR
TOP PLATE
TREATED PLYWOOD OR
190 SIDING, OR
TOP PLATE
5/" TREATED PLYWOOD OR
29 GA METAL SIDING
PERFORMAX 500 FLOOR
29 GA METAL SIDING
PERFORMAX 500 FLOOR
(REF NOTES)
DECKING.
(REF NOTES)
DECKING.
Li
`�'0
(2) 4x6 TRTD SKID
± 5'-4"
LOIC
LI
± 5'-4"
2x4 TRTD FLOOR JOISTS
2x6 TRTD FLOOR JOISTS
8'-0"
@ 16" O.C. MAX (2) 4x6 TRTD SKID
10'-0"
@ 16" O.C. MAX
8' WIDE
10' WIDE
NOTES FOR METAL WALL/ROOF PANELS:
1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY
SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 4 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
NOTE: REFER TO FASTENING SCHEDULE ON
SHEETS S-0.1 & S-0.2
4) METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3
BUILDING SECTIONS
`10"T'1pI I I I I111/1ri,,
•�°�J1N �:.. NO
,k No.77209
• STATE
•• O�'•..c� OF •' �:
'�i�� � • LORlO.
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
Gr,
1, Digitally signed by Kevin Nolan
DN:
/ �.9.2342.19200300.100.1.1=A01
41000.0001740089501F00044A
84 cn Kevin Nolan, c=US
Date:2021.01.08 12:26:51-06'00'
PROJECT NO:
DATE:
Other DRAWN BY:
Kin 9
CHECKED BY:
PORTABLE BUILDINGS REVISION:
SHEET NUMBER
12-31-2020
KLN
KLN S-2.0-LB
SCALE: 1/4" = V-0"
REFER TO NOTE 10 ON
SHEET S-0 FOR ROOF SHEATHING
ROOF TRUSS. REFER TO
SHEETS S-2.4 AND S-2.5
ASTM D3161 CLASS F OR
ASTM D7158 CLASS H
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
�/16" OSB OR Y2' PLYWOOD
DECKING @ LOFT AREAS
PROVIDE CONT. METAL
o DRIP EDGE AT EAVES
AND GABLE ENDS.
REF. DETAIL 3/S-3.0 (TYP)
�o
a
2x4 STUDS @ 16" O.C.
_ PROVIDE DOUBLE
`n 2x;In T JOIST STUDS AT WALL SIDING
T1-11 SIDING,
@ 24" O.C. VERTICAL SEAMS
3/" LP SMARTSIDE
CD PRECISION SERIES DOUBLE
190 SIDING, OR TOP PLATE 5/8' TREATED PLYWOOD OR
29 GA METAL SIDING PERFORMAX 500 FLOOR
(REF NOTES) DECKING.
Li
L0100
0
± 5'_4"
(4) 4x6 TRTD SKID 2x6 TRTD FLOOR
11'-2" JOISTS @ 16" O.C. MAX
11'-2" WIDE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
Az
NO
�.�' •'`LENS' �,�
y� No.77209
STATE
�0•. A, OF P:
�' •. LOR10
Nz ?4 TONAL &,,%%'0�,,,,
�rnunuI�
BUILDING SECTION
NOTES FOR METAL WALUROOF PANELS:
1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY
SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 4 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 4 ON SHEET S-3.3
LOFTED BARN--FL0R1DA--W1ND=160MPH--FBC
PROJECT NO:
Digitally signed by Kevin NolanI is DATE. SHEET NUMBER
DN: 12-31-2020 S.
,0.9.2342.19200300.100.1.1=A01 DRAWN BY: KLN
"4 DC000001740089501 F00044A
f — e-- cn`=Kevin Nolan, c=US wt".-mathel. KingCHECKED BY: KLN
21-LB
I'! Date: 2021.01.08 12:27:19-06'00' — REVISION: " = "
,.,. - _ , BUILDINGS SCALE: 1/4 - 1-0
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
1%4' - 16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)
ROOF TRUSS
4'-0" MAX
OPENING
8' WIDE FRONT ENDWALL
2x4 STUDS @ 16" O.C.
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
1'/4' - 16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EACH
STUD W/ (2) 8d NAILS MIN.
(TYP)
`IIIIIIIIII/II
♦♦♦♦♦,O�i' L. /vO
y� No.77209
• STATE
% • . 4tOF
OR10.. ��•
��i,,� �ONAL,�p�`♦
2x4 STUDS @ 16" O.C.
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER.
DOUBLE TOP PLATE
/--- ROOF TRUSS
8' WIDE REAR ENDWALL
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
DOUBLE TOP PLATE
OPTIONAL WINDOW
36" WIDE MAX (TYP)
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER.
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
V4' - 16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EACH
STUD W/ (2) 8d NAILS MIN.
(TYP)
2x4 STUDSS @ 1�"
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 MI
(N
NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING, PLYWOOD,OR OSB
^^^ TRUSS
10VA
x4 STUDS @ 16" O.C.
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 S3.1 FOR STRAP
ATTACHMENT. (TYP)
u u u
ADDITIONAL 1%4' - 16 GA
10'-0" WIDE FRONT ENDWALL STRAP FOR BUILDINGS
22'-0" TO 30'-0" LONG
(SEE NOTE, TYP)
10'-0" WIDE REAR ENDWALL
)UBLE TOP PLATE
,P THE TOP PLATE
;OM THE SIDE WALL
/ER THE END WALL
ATE AT EACH CORNER.
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
Hit
Digitally signed by Kevin Nolan
DN:
k,0.92342.19200300.100.1.1=A014
0C000001740C89501F00044A8
,' "4 cn Kevin Nolan, c=US
Date. 2021.01.08 12:27:48-06'00'
PROJECT NO:
DATE:
N=.O'ther
- DRAWN BY:
CHECKED BY:
PORTABLE REVISION:
SHEET NUMBER
12-31-2020
KLN Sm
KLN 2.2-LB
SCALE: NOT TO SCALE
x4 STUDS @ 16" O.C.
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 S3.1 FOR STRAP
ATTACHMENT. (TYP)
u u u
ADDITIONAL 1%4' - 16 GA
10'-0" WIDE FRONT ENDWALL STRAP FOR BUILDINGS
22'-0" TO 30'-0" LONG
(SEE NOTE, TYP)
10'-0" WIDE REAR ENDWALL
)UBLE TOP PLATE
,P THE TOP PLATE
;OM THE SIDE WALL
/ER THE END WALL
ATE AT EACH CORNER.
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
Hit
Digitally signed by Kevin Nolan
DN:
k,0.92342.19200300.100.1.1=A014
0C000001740C89501F00044A8
,' "4 cn Kevin Nolan, c=US
Date. 2021.01.08 12:27:48-06'00'
PROJECT NO:
DATE:
N=.O'ther
- DRAWN BY:
CHECKED BY:
PORTABLE REVISION:
SHEET NUMBER
12-31-2020
KLN Sm
KLN 2.2-LB
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 MI
(N
11'-2" WIDE FRONT ENDWALL
2x4 STUDS @ !a" ^
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP
USS
STUDS @ 16" O.C.
)UBLE TOP PLATE
,P THE TOP PLATE
;OM THE SIDE WALL
/ER THE END WALL PLATE
EACH CORNER.
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
)UBLE TOP PLATE
ATTACH EACH JAMB
STUD TO ROOF TRUSS
w/ (3) 3" x 0. 131 "
RING SHANK NAILS
ROOF TRUSS
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 FULL HEIGHT STUDS
EACH SIDE OF DOOR. NOTCH
THE STUDS AT THE ROOF
TRUSS.
1%4' - 16 GA METAL
BRACING STRAP LAP THE TOP PLATE 1. FOR BUILDINGS SHEATHED WITH T1-11 OR LP SIDING, PROVIDE FULL HEIGHT
(SEE NOTE, TYP) �/s' OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL.
X FROM THE SIDE WALL
OVER THE END WALL PLATE ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2%" x 0.113" RING SHANK
AT EACH CORNER. NAILS SPACED AT 3" MAX.
2. FOR BUILDINGS SHEATHED WITH METAL SIDING, PROVIDE �/16' OSB OR PLYWOOD
REFER TO DETAIL 4 ON WALL SHEATHING ON THE INTERIOR FACE PLUS THE EXTERIOR FACE OF THE WALL.
SHEET S3.1 FOR STRAP THE EXTERIOR METAL SIDING SHALL BE ATTACHED TO SHEATHING PER DETAIL
ATTACH STRAP TO EACH ATTACHMENT. (TYP) 1 ON SHEET S-3.3. ATTACH THE SHEATHING TO THE WALL FRAMING WITH 23/" x 0.113"
STUD W/ (2) 8d NAILS MIN. RING SHANK NAILS SPACED AT 3" MAX.
(TYP)
ov'. UuuuUq���i
J1N L. /VO
�' ���'•.
yt . No.77209 y�
STATE
O OF
���0114u nj
11'-2" WIDE REAR ENDWALL
NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING, PLYWOOD,OR OSB
LOFTED BARN--FL0R1DA--W1ND=160MPH--FBC
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DN: DATE: 12-31-2020
%�j �I �0.9.2342.19200300.100.1.1=A01 DRAWN BY: KLN
Z v,, v�i�"'410C000001740C89501F00044A i n- `
- cr � -K11 CHECKED BY:
KLN 84, cn=Kevin Nolan, c=US
= i S 2.3-LB
Date: 2021.01.08 12:28:18-06'00' _ g
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 chloo
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. °I
ce)
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
WIND: 1.60
9. REPETITIVE MEMBER INCREASE: 1.15
10. HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS.
REFER TO SHEETS S-2.0, S-2.1, AND S-3.0 FOR LOFT JOIST SIZE,
AND ATTACHMENT INFORMATION.
,,,���iJ1N• L.. lv0��iii
No.77209
STATE
'• �OF P.
OR10 . ��.
.�
S/ONAL�0���,
AfJ111111111111%���,,
r-%co
c)
2x4 TRUSS
MEMBER (TYP)
Boa �
- — —SEE NOTE 10 — -
MAX REACTIONS
HORIZ: 108 LBS.
NET UPLIFT: -175 LBS.
GRAVITY: 269 LBS.
2x4 TRUSS
PLATE (TYP)
8' WIDE LOFTED BARN TRUSS
-IN
0
't
2x4 TRUSS
MEMBER (TYP)
31�p/„ 2x4 TRUSS
\? PLATE (TYP)
N
0
0
oo° SEE NOTE 10 \
10'-0"
MAX REACTIONS
HORIZ: 121 LBS.
NET UPLIFT: -227 LBS.
GRAVITY: 333 LBS.
10' WIDE LOFTED BARN TRUSS
2x4 TRUSS 2x4 TRUSS
(TYP) MEMBER TYP
MEMBER TYP 2x4 TRUSS 2x4 TRUSS
PLATE (TYP) PLATE (TYP)
0.
SEE NOTE 10 oN SEE NOTE 10
----- ��'- —-- — — — — — — ��--
o, in � oo in
8'-0" 10'-0"
MAX REACTIONS MAX REACTIONS
HORIZ: 108 LBS. HORIZ: 121 LBS.
NET UPLIFT: -179 LBS. NET UPLIFT: -231 LBS.
GRAVITY: 250 LBS. GRAVITY: 314 LBS.
8' WIDE LOFTED BARN TRUSS (OPTIONAL)
10' WIDE LOFTED BARN TRUSS (OPTIONAL)
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
Digitally signed by Kevin Nolan
h�
j DN:
n / i.0.9.2342.19200300.100.1.1=A014
'10C000001740C89501F00044A8
_£
of �- 4, cn=Kevin Nolan, c=US
Date: 2021.01.08 12:28:54-06'00'
7� a
PROJECT NO:
SHEET NUMBER
S-2.4-LB
SCALE: 1/4" = V-0"
M
2x4 TRUSS
MEMBER (TYP)
MAX REACTIONS
HORIZ: 125 LBS.
NET UPLIFT: -258 LBS.
GRAVITY: 370 LBS.
11'-2" WIDE LOFTED BARN TRUSS
2x4 TRUSS
MEMBER (TYP)
2x4 TRUSS
PLATE (TYP)
4,61,E 2x4 TRUSS
� PLATE (TYP)
N
0
0
M SEE NOTE 10
0 — — — — — — — -
T
MAX REACTIONS
HORIZ: 125 LBS.
NET UPLIFT: -262 LBS.
GRAVITY: 351 LBS.
u?
11'-2" WIDE LOFTED BARN TRUSS (OPTIONAL)
�p�x%J N• L. IV
•.... • O
* No.77209
STATE .
O '•. A OF Q, r
ONAL
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
Digitally signed by Kevin Nolan
DN:
/ �0.9.2342.19200300.100.1.1=A01
4100000001 740089501 F00044A
84, m=Kevin Nolan, c=US
Date 2021.01.08 12:29:27-06'00'
PROJECT NO:
- DATE:
DRAWN BY:
ELAL
i CHECKED BY:
P-ORTA BLE BUILDINGS REVISION:
SHEET NUMBER
12-31-2020
KLN -2.5mLB
KLN
SCALE: 1/4" = 1'-0"
ATTACH SIDING 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)
(3) 3" NAILS
1-TYPICAL DETAIL
ROOF TRUSS
(3) 3" NAILS
THROUGH
BOTTOM PLATE
INTO EACH STUD
LOFT JOIST
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. 2x TREATED RIM BOARD
ATTACH LOFT JOIST
7/s' OSB OR Y2' PLYWOOD
W/ 3" NAILS @ 6" INTO BRIDGING
TO TRUSS w/
DECKING
& (3) 3" NAILS TOENAILED INTO SKID
(5) 10d NAILS MIN
(4) 3" x 0.131" RING
METAL DRIP EDGE.
LOFT JOIST
FLOOR JOIST
SHANK TOE NAILS
ATTACH TO ROOF
INTO SKID
w/ 1"x3/4' STAPLES
'
@ 12" O.C.
SIMPSON MTS16 STRAP
w/ (7) 10d x %" NAILS (MIN) IN
EACH END OF THE STRAP
AT EACH TRUSS. WRAPAROUND
AND NAIL TO WALL TOP PLATE
=
WHEN TRUSS DOES NOT LINE
CONT. 2x4 TRTD
UP WITH A WALL STUD BELOW.
BRIDGING W/
O SKID
REF DETAIL 4/S-3.0 FOR AN
(5) 3" NAILS IN
Z C0
TOE NAIL TRUSS/JOIST
ALTERNATE HOLD DOWN OPTION
EACH SKID
?
TO TOP PLATE W/
IN LIEU OF THE METAL STRAP.
�-
(4) 10d NAILS MIN
DOUBLE
TOP PLATE
2-FLOOR JST TO SKID DETAIL
3-LOFT EAVE DETAIL
DOUBLE
2x4 (TYP) ENDWALL HEADER FOR
TOP PLATE
3" NAILS @ OPENINGS UP TO 6'-0".
8" O.C. SIDEWALL HEADER FOR
OPENINGS UP TO 4'-0".
(2) 2x4 w/ 7/s' 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/ 7/6' OSB
FLITCH PLATE
SIDEWALL HEADER
38" MAX
(3) 3" NAILS 38" MAX
FOR OPENINGS
(NP)
UP TO 8'-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
LOFTED BARN--FL0R1DA--W1ND=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.
Digitally signed by Kevin Nolan
c DN:
0 9 2342.19200300.100.1.1=A01410C
V00000, 7400895011`00044A84,
7� n Kevin Nolan, c=US
6 a" Date: 2021.01.08 12:30:03-06'00'
PROJECT NO:
DATE: 12-31-2020
DRAWN BY: KLN
CUD
Ne4a, L'*--her K-111--ng , CHECKED BY: KLN
PORTABLE BUILDINGS REVISION:
SHEET NUMBER
S-3.0-LB
SCALE: 1 "=1'-0
ROOF TRUSS
(TYP)
TOP PLATE
1- WALL TOP PLATE SPLICE DETAIL
SIMPSON MTS16 STRAP
/6" OSB OR %2" PLYWOOD
w/ (7) 10d x 1%2" NAILS (MIN)
DECKING
IN EACH END OF THE
STRAP AT EACH TRUSS.
WRAP AROUND TOP PLATE.
REF DETAIL 4/S-3.0 FOR AN
ALTERNATE HOLD DOWN
OPTION IN LIEU OF THE
METAL STRAP.
LOFT JOIST
P.T. PLYWOOD
CEILING AT PORCH
ONLY.
PORCH POST BEYOND.
REF DETAILS ON
SHEET S3.2 FOR
ADD'L INFO.
DOUBLE TOP PLATE
EXTENDED FROM
BUILDING
NOTE: REFER TO 3/S3.0 FOR INFO NOT SHOWN.
3- PORCH EAVE DETAIL
I... NO
No.77209
STATE
NA ,,,,���.�
CONT. DOUBLE
TOP PLATE
BOTTOM PLATE
JOINT
VARIES (SEE PLAN)
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%4' - 16 GA STEEL STRAP.
WRAP AROUND JOIST &
ATTACH TO JOIST
W/ (4) 10d X 1%2" NAILS
EACH SIDE OF JOIST.
4-STRAP ATTACHMENT
SCALE = 1%2' = V-0"
2- SKID SPLICE DETAIL
DOUBLE
TOP PLATE
1%4' - 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
5-STRAP ATTACHMENT
SCALE = 1%2' = V-0"
) 4x6
SKID
3" NAILS —\ II I /— (END WALL)
@ 12' O.C. 2x4 STUD
(2) 2x4 STUDS
(SIDE WALL)
3" NAILS @ 12" O.C.
STAGGERED
6-TYPICAL CORNER DETAIL
LOFTED BARN--FL0R1DA--W1ND=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.
Digitally signed by Kevin Nolan
DN:
/ 10.9.2342.19200300.100.1.1 =A01 4
100000001740089501F00044A8
�'= ' 4, cn=Kevin Nolan, c=US
Date:2021.01.08 12:30.41-06'00'
PROJECT NO:
DATE:
12-31-2020
DRAWN BY: KLN
CHECKED BY: KLN
-gEhello Kin,
PORTABLE BUILDINGS REVISION:
SHEET NUMBER
S-31-LB
SCALE: 1 "=V-0
(2) 5/6" x 6" LAG
SCREWS THROUGH
TOP PLATES INTO
4x6 P.T. POST
4x6 P.T.
POST
CONT. 2x P.T.
RIM JOIST
%" P.T. PLYWOOD
CEILING AT PORCH
ONLY.
.T. 1x PORCH BOARDS
/ (2) 3" NAILS INTO
ACH FLOOR JOIST
(6) 3" x 0.131" RING
SHANK NAILS (MIN)
FROM END JOIST 4x6 P.T. SKID
INTO CORNER POST
1- CORNER PORCH POST DETAIL
4x6 P.T.
POST
CONT. 2x P.T.
RIM JOIST
(9) 3" x 0.131'
SHANK NAILS
FROM JOIST INTO
POST
.T. 1x PORCH BOARDS
/ (2) 3" NAILS INTO
NCH FLOOR JOIST
K6 P.T. SKID
NOTE: REFER TO 1/S3.2 FOR INFO NOT SHOWN.
2- INTERMEDIATE PORCH POST DETAIL
OF
No.77209
STATE
OF
%� • �� OR1�P' • ♦�
��i��SIONA n��``��X,,,,
/11111
REF DETAILS 3/S-3.1 & 4/S-3.0
FOR ROOF TRUSS HOLD-
nnIAini iniGnoneA-rinni
N(
(2) 5/16' x 6" LAG
SCREWS THROUGH
TOP PLATES INTO
4x6 P.T. POST
4x6 P.T.
POST
REF DETAILS 3 & 4/S-3.0
FOR ROOF TRUSS HOLD-
Iln1A/A1 IA1CnDRA ATVlA1
/ V 1 -- V 1 /I 41 /1 YI
P.T. 1x PORCH BOARDS
w/ (2) T NAILS INTO
EACH FLOOR JOIST
REF DETAILS 1 & 2/S3.2 4x6 P.T. SKID
FOR POST BASE
ATTACHMENT
PORCH VARIES (SEE PLAN)
FLOOR JOIST
(TYP)
NOTE: REFER TO DETAILS 1/S3.2 AND 2/S3.2 FOR INFO NOT SHOWN.
3- OPTIONAL PORCH SECTION
NOT TO SCALE
TRUSS
IST
)UBLE TOP PLATE
.TENDED
) PORCH POST
BOTTOM PLATE
(TYP)
LOFTED BARN--FL0R1DA--W1ND=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.
Digitally signed by Kevin Nolan
f DN:
/ t,0.9.2342.19200300.100.1.1=A0141
'00000001740C89501F00044A84,
:�---cn=Kevin Nolan, c=US
Date: 2021.01.08 12:31:20-06'00'
SHEET NUMBER
12-31-2020
KLN
KLN 3.2-LB
SCALE: 1 "=1'-0
REFER TO DETAIL 4/S-3.3
ROOF TRUSS
FOR ATTACHMENT OF
METAL ROOFING TO
ROOF DECKING
THE ROOF DECK
2x4 STUDS (FLAT)
@ 16" O.C. TOENAIL
2x10 TOP PLATE
TO TRUSS T.C. w/
(2x4 BOT PLATE)
(2) 3" NAILS
LOFT DECKING
CONTINUOUS
29 GA. METAL SIDING.
ALUMINUM Z-BAR
LOFT JOIST
ATTACH TO GIRTS PER
FLASHING AT
DETAIL 3/S-3.3
HORIZONTAL SIDING
JOINT. ATTACH TO
DOUBLE TOP PLATE
FRAMING w/ 1"x3/4'
STAPLES @ 12" O.C.
2x4 STUDS
2x4 WALL GIRT. ATTACH
@ 16" O.C.
ACH STUD w/
SIDING (TYP)
(3) 3" x 0 1031E RING SHANK
1-TYPICAL END WALL DETAIL
29 GA METAL PANEL
ROOF DECKING
#10-15 x 1%2" WOOD SCREW
w/ WASHER @ 9" O.C.
(ONE SIDE OF EVERY MAJOR RIB)
SPACE SCREWS AT 16" O.C. MAX
ALONG PANEL LENGTH.
2x FRAMING SPACED
AT 24" O.C. MAX
4-METAL PANEL FASTENING TO SHEATHING
J�N. • NO�'�'�j•.
No.77209 , y�
STATE
�p.�•. AN OF
•
�iitI •......�
Ittttt
NAILS (TYP)
29 GA METAL PANEL
LOFT JOIST %4"-14 SELF DRILLING
SCREW w/ WASHER
SPACED @ 24" O.C.
ALONG EA SIDELAP
SIMPSON MTS16 STRAP
w/ (7) 10d x %" 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.
z
w
w�
Lg
mo
Z co
Q II
IL Co
m
w C9 2x4 STUDS @
U 16" O.C.
2-TYPICAL VERT METAL SIDING DETAIL
NOTE: REFER TO DETAILS 1/S3.0 AND 3/S3.0 FOR INFO NOT SHOWN.
2x FRAMING
%4'-14 SELF DRILLING
SCREW w/ WASHER
SPACED @ 24" O.C.
ALONG EA SIDELAP
2x FRAMING
#10-14 x %" WOOD SCREW
w/ WASHER @ &T-5.5"-3.5" O.C.
3%2 5%2' 3%Z' (EACH SIDE OF EVERY MAJOR RIB)
FASTENING PATTERN AT PANEL ENDLAP
29 GA METAL PANEL
9" TYP
#10-14 x 1%2' 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 = 1%2' = V-0"
LOFTED BARN--FL0R1DA--W1ND=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.
Digitally signed by Kevin Nolan
DN:
0.9.2342.19200300.100.1.1=A01410
zz�-Ik f - C000001740C89501F00044A84,
n Kevin Nolan, c=US
Jl Date: 2021.01.0812:31:58-06'00'
PROJECT NO:
DATE: 12-31-2020
DRAWN BY: KLN
c, h e K CHECKED BY: KLN
PORTABLE BUILDINGS REVISION:
SHEET NUMBER
S-3.3-LB
SCALE: 1 "=V-0
REFER TO DETAIL 4/S-3.3
FOR ATTACHMENT OF
METAL ROOFING TO
THE ROOF DECK
29 GA. METAL SIDING OVER
OSB OR PLYWOOD
WALL SHEATHING.
REFER TO DETAIL 4/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)
LOFT JOIST
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
IF THE METAL STRAP.
a
1-TYPICAL HORIZ METAL SIDING DETAIL
NOTE: REFER TO DETAILS 1/S3.0 AND 3/S3.0 FOR INFO NOT SHOWN.
Np
No.77209 '
STATE
40
O OF Q•: �;
• L 0mv
�ONAI.►►�o`
nu►
LOFTED BARN--FL0R1DA--W1ND=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.
Digitally signed by Kevin Nolan
DN:
/ k0.9.2342.19200300.100.1.1=A01410
0000001740089501F00044A84,
d cn=Kevin Nolan, c=US
Date: 2021.01.08 12:32:33-06'00'
PROJECT NO:
DATE:
wAr DRAWN BY:
el
1 CHECKED BY:
PORTABLEG REVISION:
SHEET NUMBER
12-31-2020
KLN S-3,4-LB
KLN
SCALE: 1 "=1'-0
%" 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
EXTERIOR WOOD SIDING.
REF DETAIL 1/S-3.0 FOR
NAILING REQUIREMENTS
\ 3
(2) 2x4 SP #2 (OR BETTER)
0.79" JAMB STUD. REFER TO
1.96" FASTENING SCHEDULE
FOR NAILING REQUIREMENTS
1-ROLL-UP DOOR JAMB DETAIL
NO
No.77209%13 yk
' STATE
O '•. 4% OF
(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
�/6" 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
1.96" 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
%" TRTD
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE.
ATTACH TO WOOD JAMB
w/Y4" x 1.75" LONG LAG
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
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 DOOR JAMB DETAIL
(VERT METAL SIDING)
LOFTED -BARN. -FLORIDA--W1ND=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.
Digitally signed by Kevin Nolan
DN:
�00000001740C89501F00044A84,
cn=Kevin Nolan, c=US
Date: 2021.01.08 12:33:14-06'00'
PROJECT NO:
I DATE: 12-31-2020
DRAWN BY: KLN
K W-WENeCl L e-
PORTA n
CHECKED BY: KLN
REVISION:
SHEET NUMBER
S-3.5-LB
SCALE: 1 1 /2"=V-0
FRONT ELEVATION
REAR ELEVATION
L. IVO
* , No.77209 ,
�j • STATE
O AOF
0R1V .
FIVE TRIM
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS.
ATTACH TO FRAMING w/ 1"x%4'
STAPLES AT 12" O.C. (TYP)
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS.
ATTACH TO FRAMING w/ 1"x%"
STAPLES AT 12" O.C. (TYP)
FIONAL DOOR OR WINDOW.
3ATIONS VARY PER CUSTOMER.
VARY PER CUSTOMER.
NOTE:
WINDOWS, DOORS, AND TRIM SHOWN ARE CONCEPTUAL. ACTUAL WINDOW, DOOR, AND TRIM
MAY VARY PER CUSTOMER REQUEST.
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2020
1 Digitally signed by Kevin Nolan
a DN:
0.9.2342.19200300.100.1.1=A0
�I ",,14100000001740089501F0004
4~A84;-cn_=Kevin Nolan, c=US
'Dat O<1.01.08 12:33:59
'-06'00'
PROJECT NO:
DATE: 12-31-2020
ed-twAhlemr
DRAWN BY: KLN i ng 0 CHECKED BY: KLN
PORTABLE BUILDINGS REVISION:
SHEET NUMBER
S-4-LB
SCALE: NOT TO SCALE