HomeMy WebLinkAboutLetter; Manufacturer Certificationd.F
De� artment of Business-
Y & Pfofessiona! Regulation `
Halsey Besheafs; Secretary'
FLA dvlanufsctured Building Pro gram
2601 Blair SIoneRoad
.1 aiana
Phone; 850AST
Ron-'DeSant si Governor
February 09, 2021
Steve Perry =RECENV)WeatherKing - FL
1221 Sw Eaculyptus Ave
Arcadia, FL-34266RE: Manufacturer Certification, ID MAF-9749; Expiration Date: February 04, 2024
Dear Steve Perry'
It is my pleasure'to inform you that WeatherKing-FL,•located at 1221 SW.Eacalyptus Ave,
Arcadia,.FL.34266 has. been,approved under the Manufactured Buildings Program; as provided
for under Chapter 553, Part I, Florida Statutes; to manufacture Storage Sheds for installation in
Florida.
Construction ormodification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with -the current Florida Building Code: Your Third.
Party Agency is,a.contractor for the Department and li'as statutory authority and responsibilities
that must be met to maintain approved'status. You may expect and demand quality plans
-review and inspections.
Each.Code.change will' make'your plans obsolete until, they have been reviewed, approved` and
'indicates! •(on the coveIr page of the plans] for compliance with the Code by your Third Party
Agency for 'plans review. -Please ensure that your• plans are in compliance and are properly
posted on our website. All site -related installation issues are subject to the local authority
having jurisdiction. ,
The Department's contractor will make unannounced `monitoring visits at least once each year.
You must grant complete access to your mariufacturing:'facility and records to remain in
compliance with the rules and regulations of this program.
'Your certification is approved forthree years from this date. You will receive a renewal notice by
Email generated 6y_the BCIS (www.floridabuildin ora)•for online renewal. If you have questions'
you may contact Robert Lorenzo at 850-717=1835 or -our FAX'at 850-414-8436.
Please'visit our: website at www.flor'idabuiidina:oro "to see"valuable information on the Florida
Manufactured Buildings.Program. A copy of this letter must accompany applications for local
building permits:
Siricerely,
Robert Lorenzo �Y
Manufactured Buildings Program
cc: 1 atonal Design-and_Inspection; Inc.
d
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 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.
°'', "O
* ; No.77209 • ; #
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WEATHER KING
P.O. BOX 108
PARIS, TN 38242
MASTER ANCHORING PLANS--FLORIDA--FLIJI%fq,f2020
PROJECT NO: SHEET NUMBER
Digitally signed by Kevin Nolan
DATE: 12-31-2020
DN:
`0.92342.19200300.100.1.1=A014 uhl"DRAWN BY: KLNS-0—AP
100000001740C89501F00044A8 �� Kingo.
�4;_ n; Kevin Nolan, c=US WCHECKED BY: KILN
1, Date: 2020.12.31103328-06'00' 'PORTABLE BUILDINGS REVISION: SCALE: NONE
J``,,` L. NO(
* ; • No.77209 • ; ,t
�O •'• .,`5 OF E
SCHEDULES FOR GROUND ANCHORS W1 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
1 3
1 4
4
1 4
1 4
11'-2"
2
2
3
3
31
3
1 3
3
1 3
1 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"
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"
2&-V'
30'-0"
32'-0"
8W
4
4
5
5
5
5
-
-
-
10'-0"
4
4
4
4
5
5
5
6
6
7
7
11'-2"
4
4
4
1 5
5
5
5
6
6
7
7
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
�I DigitallysignedbyKevinNolan
ON:
n / ,,0.9.2342.19200300.100.1.1=A014
10C00000174OC89501F00044AB
—4, cn=Kevin Nolan, c=-US
/ Date: 2020.12311033:57-06'00'
PROJECT NO:
DATE: 12-31-2020
g a t
h e r
Kin
DRAWNKLN
CHECK D
CHECKED BY: KLN
PORTABLE BUILDINGS
SHEET NUMBER
S-1.0-AP
SCALE:
v�cFrvSE`
* ; No.77209
a
O •'•. "` OF E
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
10'-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'-D'
14'-0"
16'-0"
18'-0"
20'-0'
22'-0"
24'-0'
26'-0"
28'-0"
30'-0"
1 32'-0"
IFO'
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'-D"
12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-6"
8'-0"
5
5
6
6
6
7
10'-0"
4
5
5
5
8
6
7
7
8
9
9
11'-2"
-
4
5
5
6
6
7
7
8
8
8
9
MASTER ANCHORING PLANS--FLORIDA--FDw'%.'.`f*' 2020
(1 Digitally signed by Kevin Nolan
DN:
�1 ,0.9.2342.19200300.100.1.1=A014
1000000017400895011`00044A8
�4; rn' Kevin Nolan, c=US
r Date:2020.1231 10:34:18 -0600'
PROJECT NO:
DATE: 12-31-2020
r Ki VVeathengoRAWND KLN
CHECKED : KLN
'PORTABLE BUILDINGS REVISION:
SHEET NUMBER
S-11-AP
SCALE:
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/Yz 0
BOLT W/ WASHER
(GALV.)
NI
REFER TO SCHEDULE
FOR ANCHOR INFO.
FINISH
GRADE
i
1-BOLTED EYE ANCHOR DETAIL
REFER TO SCHEDULE
FOR ANCHOR INFO. u
20 GA. x %" WIDE GALVANIZED SKID (TYP)
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
CONCRETE SLAB v F
TIE DOWN ANCHOR. FINISH O o
REFER TO SCHEDULE r GRADE tau W E2
FOR SPACING (TYP) I cn a
ATTACH ANCHOR TO
CONCRETE W/ Va DIA.
EXPANSION BOLT W/
3" EMBEDMENT (TYP)
1J)XA L.'Vo 4"'�.
* ; • No.77209
STATF-
ORIP
CONCRETE SLAB ON
GRADE BY OTHERS.
4" MIN
3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL
20 GA. x 1Ya" 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 48" LONG w/ (1) 6" HELIX
%" 0 ROD x 48" LONG w/ (1) 6" HELIX
4a
Y4 0 ROD x 48" LONG w/ (2) 4' HELIX
EYE ANCHOR - V 0 ROD x 48" LONG w/ (1) 6" HELIX
EYE ANCHOR - Y4" 0 ROD x 48" LONG w/ (1) 6" HELIX
NOTE: REFER TO NOTE 8 ON SHEET 8-0 FOR SOIL CLASS
DESCRIPTION.
MASTER ANCHORING PLANS-FLORIDA-FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DN: DATE: 12-31-2020
0.9.2342.19200300.100.1.1=A01 -
A $ 4100000001740089501 F00044 DRAWN D KLN
v 1A84,cn=Kevin Nolan, c=US Weather King CHECKED BY: KLN S-2.0-AP
' o6'0D' 2o.,23„0:3a:4, PORTABLE BUILDINGS
-00REVISION: SCALE: 1 "=V-0
ATTACH ANCHOR TO
RIM BOARD W/V O
BOLT W/ WASHER
(GALV.)
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
W1(6) 10d NAILS MIN.
FINISH
GRADE
NI
REFER TO SCHEDULE
FOR ANCHOR INFO.
OPTIONAL 16"xt6NAI" SOLID MASONRY
BLOCK 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"
28'-0"
30'-0"
32'-0"
8'-D"
2
3
3
3
-
-
10'-0"
2
2
2
1 3
3
3
11'-2"
-
-
3
3
3
3
3
3
3
3
4
* ; • No.77209
. .oR1VP•
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 %" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
OUTSIDE BOLT PER MANUF. SPECS.
SKID (TYP)
REFER TO SCHEDULE
FOR ANCHOR INFO. u u
OPTIONAL 16"x16"x4" SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING. (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
FINISH
GRADE
MASTER ANCHORING PLANS-FLORIDA-FBC 2020
11 PROJECT NO: SHEET NUMBER
Digitally signed by Kevin Nolan
DN: DATE: 12-31-2020
%� // 0.9.2342.19200300.100.1.1=A014 DRAWN BY: KLN S—� 1-AP
/' C// c�jfji/— 10 n--Kevin
n Nolan,
c=US 0044A8Weather
Kin g
�`4, cn Kevin Nolan, c=US
CHECKED BY: KLN 1
1� Date:2020.12.3110:35:04-06'00' PORTABLE BUILDINGS REVISION: SCALE:1"=V-0
GENERAL NOTES:
16_jj-RUCTUgE HAS BEEN DES16kEDAN ACCORDANCE
CORDA`NCE WITH
TilE 2026'FLORIDA BUILDING CODE (FSC),
2 ALL IVIAtERtALS AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH,THE ASbV.EcODES; A�f THE TIME OF
MANUFACTURE.
3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
4._sTRUCTURjS ARE CLASSIFIED AS "MINOR STORAGE
,FACILITIES' (RISK CATEGORY 1) PER TABLE 1604.5 AND
SHOULD NOT BE USED FOR HUMAN HABITATION,.
6. -STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A
iSECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I
STRUCTURES PER FIGURE 1e09.3(4) OF THE 2D20 FOC.
6. SIDIN6.17ASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING
GROOVES IN THE FIELD OF THE pANEL,OR WHEN THE SIDING
GRObVES'OCCURATCUT EDGES OFTHE SIDING PANEL.
7.,STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT
IN FLOOD. HAZARD AREAS.
8z IN ACCORDANCE WITH F13r,'1609.1.2, STORAGE SHEDS NOT
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA
.720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY
WITH THE-MANDATORYYVINDBORNE DE13RIS IMPACT STANDARDS
OF THE 2020FBC.
9. IN ACCORDANCE WITH FBC 1010.1 .1, BUILDINGS THAT ARE 00
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
H
�REQUIREMENTS OF,THE 2020 FB C.-
16. ALL'ROPF DECKING IS To BE 7%� 6w, '5i PLYWOOD,
)r-PLYWOOD, OR EQUIVALENT. FASTEN ROOF SHEATHING TO
ROOF FRAMING WITH 2%" RING ,SHANK.NAILS SPACEDAT
61 MAX, UNLESS NOTED OTHERWISE ON SHEET S-1,.5-.
'-il.'ALL SIDING ISTOBE.TREATEDTI-11.LPSMARTSIDE.
PANEL; OR29GA. METAL SIDING.
0
k
12- ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED
SYP
113 . ALLLiokqEIAW601) FRAMING IS TO SE TO BE
SPF.#2 OR BETTER, UNLESS NOTED OTHERWISE.
14. WOOD FRAMING- I .SHALL COMPLY WITH THE ANSUAWC
"NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD
CONSTRUCTION-. 2618.
15. ALL FLOOR DECKING IS TO BE W TREATED PLYWOOD
OR V? PERFORMAX 500 FLOOR SHEATHING- FLOORING
CLOSER THAN 48 INCHES TO EXPOSED GROUND -SHALL
BE OF NATURALLY DURABLE OR PRESERVATIVE- TREATED
WOOD IN ACCORDANCE WITH 2304.112.1".1.
16, ALL SKIDS ARE TO BE 4X.6 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 2364.10.11 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 METALROOF PANELS.
20. SECTIONS ANDDETAILS SHOWN ARE INTENDED TO BE
TypicALAN6 SHALL APPLY AT ALL SIMILAR LOCATIONS,
UNLESS NOTED OTHERWISE.
21. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO
TO RESIST
TWINDLOADS. ANCHORING 00 THE BUILDING IS
SUBJECT TOLOrALjtjRisD.iarlioNAPPROVAL.
22. 1 BUILDINGS HAVE N' I OT BEEN DESIGNED. I . FOR KVHZ
REQUIREMENTS AS SET FORTH IN THE2020 FBC.
monas manuiacturea jua.
Attend adopted Codas and
viapNo.PEM0076 MIO: It!
�Adhfro tojho
DESIGN CRITERIA: ctisovciiv� rvpi
ITEMS BY OTH
THE FOLLOWING ITEMS MAY bt SUPPLED AND
1. RISK CATEGORY 1
INSTALLED BY PTHERS. THESE ITEMS MAY BE'
2.'LIVE LOADS: .
SUBJECT TO LOCAL JURISDICTION APPROVAL.'
FLOOR: 40 PSF
WEATHER KING PORTABLE BUILDINGS IS NOT'
1
LOFT. 10 PSFgP�
RESPONSIBLE FOR THESE ITEMS.
ROOF: 2OPSF pio
Aftow. Pr6?ro .1-
1. THE FOUNDATION AWT15DOWh SYSTEM
3. DEAD LOADS: Apptors 6.1
FLOOR: 4 PSF
2. RAMPS, STAIRS, AND GENERAL ACCESS
Apih*al of this Dmmod not
ROOF: 5 PSF Auftrim or Appmvs wq Dem*n
WALL$. 3 PSF F-"Are=
3. ELECTRICAL BE-RVICE HOOKUP
Ld�vlsppkabw
4. WIND LOADS ARE BASED ON THE FOLLOWING:
NDI
Vull = 166 MPH (2626 FBC FIGURE 1609.3(4))
Vasd = 124 MPH
�`APPROVED
RISK CATEGORY I
EXPOSURE CATEGORY C
DoCU MENT
INTERNAL PRESSURECOEFFICIENT:
dcPI-_10.18 - ,
. 6 .
COMPONENTS & CLADDING:
EFFECTIVE WIND AREA, Ae = 10 Fr-
ROOF -ZONE ) 19.3,-3D.6-PSF
0
ROOF.ZONE 2 19.% -5,3.3`PSF
-ROOF-ZONE3- jq.'3.-78.9PSF
."j
WALL -ZONE 4 - 33.5. -36.3,PSF
WALL -ZONE 5 -; 33.5.-44.8 PSF
EFFECTIVE WIND AREA, Ae 120 Fr
ROOF -ZONE I= 17.6,-29.8 PSF
ROOF -ZONE 2 17.6,49.0 PSF
ROOF -ZONE 3= 17.6.--73.7'PSF
W.ALL-ZONE 4 = 32.0,-34.8 PSF
WALL -ZONE 5 = 32.0, A I -8.PSF
NOTE; q&C WIND PRESSURES SHOWN MAYBE
REDUCED FOR LARGER AREAS AS'ALLOWED
BY CODE
5; CONSTRUCTION TYPE: V-B
WEATHER KING
6.000UPANCYGROUPU
-,;R;O. BOX 108
PARIS, TN 38242
LOFTEDMPH_-FBC:2020
BARN.' FLOR'
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DESCRIPTIONOf;BUILD.INGELEMENT NUMBERANOTYPEOF'FASTENER
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EDGES. ' INTE
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Oa GEFORMED(2'xO.113 (SUEFLOORAND WALL)
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16
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LOFED'-
PROJECT�RIA NO: SHEET NUMBER
3 * No.77209
Digitally signed by Kevin Nolan �/�J
517AiE- I UN• 219200300.100.1.1-AD14 ® DRAWNBW KLNDATE1 20
S_oi -`B
/�rr� 21)
.. 09.234 .. ec h e in � CHECKED BY: KLN � ..
o O .� OF/Ir�il�s/� +�- •. � oEt�RP' �'10C000001740C89501F00044A8
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�•,,,5?owat. o��` oatezoil.ol,oeu�3:zs-o6roo PARTABLI BUILDINGS
rr1rrrrninpHir��
TREATED RIM JOIST
(TYP)
WM
Nay
NAPPROVED"
OOCUMEN7.
OUTSIDE 46 TRTD SKID
(REQ'DFOR il' WIDE
BUILDINGS ONLY
INSIDE 4X6 TRTD SKID
OUTSIDE '4x6 TRTD SKID
(RE4D FOR 1V_r WIDE
BUILDINGS ONLY)
6'-01
O 4t
9
0
I SPAN OF TRTD _
PORCH DECKING
4A TRTDD POST ,
ABOVE (TYP)
* •• I.Dlgltatly signed by "Nolan
R. '
STATE 1410C 2. 17400.1U0 11FO
�141000000�1740CB9501F�DU4
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32'•0' MAX LENGTH
30'-0' MAX LENGTH
2x4 STUD WALL
ABOVE
TREATED RIM JOIST
(TYP)
CONT. 20 TREATED FLOOR JOISTS Q 1S- O.C. MAX. (B' WIDE)
CONT. 20 TREATED FLOOR JOISTS Q 16' O.C. MAX (10: 811-2' WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
"APPROVED"
'DOCUMENT
OUTSIDE 4x6 TRTD SKID
(READ FOR 1V-2' WIDE
BUILDINGS ONLY)
INSIDE 4x6TRTD SKID
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11.2- WIDE
BUILDINGS ONLY)
2ozo
iEETKUMBER
-41.- -B
SCALE: NOT TO SCALE
A
0
V
N
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4x6 TRTD POST
ABOVE'(TYP)
32'-0" MAX LENGTH (11'-r WIDE)
30'-0" MAX LENGTH (10'-0^ WIDE)
2x4 STUD WALL
ABOVE (TYP)
A
SPAN OF TRTD
PORCH DEECKICKING
12'-VMAXPORCH
TREATED RIM JOIST
(TYP)
NDI -
"APPROVEV
WCUNIENT
c6 TRTD SKID
t 11'-2" WIDE
ONLY)
INSIDE 4x6 TRTD SKID
OUTSIDE 46 TRTD SKID
(REO'D FOR 11'-2- WIDE
BUILDINGS ONLY)
CONT. 2x4 TREATED FLOOR JOISTS Q 16- O.C. MAX. (6' WIDE)
06NT.2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (10' 311'-Y WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN OPTIONAL)
''MPH
. . . ... ....
LOFTED: BAR
N--FLORImA--WIND=I6O
vRaECT No:
ijOIgIWllysigncd by Kevin NOfan ... DATE:
DPk DRAWN BY:
/� 1OW- 2.19200300.100.1.1=AOWei-ither �,�
gApgq NotaM1c U�09 /� �y /� i CHECKED BY:
DatC 2021A1.08122132 PORTA13LI� BUILDING! REVISK)N:
Me , ZUG
SHEETNUMBER
12-31-2026
K� 5-1.21B
SCALE: NOT T i SCALE
I
DELUXE LOFTED BARN CABIN FLOOR` FRAMING PLAN (OPTIONAL)
/
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Approved b Ph411 E Robbins
. RoA PE 9070
pi -an No. Y4R210670 Data: ill r2021
NDI
' pnOVEDU
p00OWNT
OUTSIDE 4x6TRTD SKID
INSIDE 46 TRTD SKIP
OUTSIDE 4XG TRTD SKID
EATED FLOOR JOISTS Q 16" O.C. MAX.
§TS ARE NOT PERMITTED)
A.
IPH--FBC
2020 ,
PROJECTNO:
SHEET
-NUMBER
8-4.13-�CHECKEDOv. ..
SCALE: NOT TO SCALE
2026
DRAWN BY; KLN1
KLN.
'REVISION:
HDI
"APPR{o�vCEno"
3T-0'MAXLENGTH — DOCUMENT
OUTSIDE 4x6 TRTD SKID
INSIDE 4x6 TRTD SKID
I
OUTSIDE 4x6 TRTD SKID
-ATED FLOOR JOISTS Q 12- O.C.
(SPLICED JOISTS ARE NOT PERMITTED)
LOFTED'BARN w/ ROLL -UP DOOR FLOOR FRAMING PLAN (OPTIONAL)
Robbina
__ � IND=160 MPH---FBC 2020
LOFTED BARN FLORIA W
PROJECT NO; SHEETNUMBER
i Dlgitallysl9nedbyKev(nNolan ther KIP
tom' GATE', 12�1-2020
' DN. DRAWN BY: Kt:N Sr
lOCD90�174aC8501�F0W44A3 �CHECKED BY: KLN �!
1.4-Lb
4, cn=Ifevin Nolan, c=US `7 C g w R-IsiDN; SCALE: NOT TO SCALE
Date:2021.01.0812R5S1-060d' POR•TABLO. BUILDINGS
r
ROOF FRAMING PLAN
L0'ED BARN Fwk
0191tallysIgned by K"In Nolan
ON.
jOM0001740095011`000408
'4,'cri= InNolanic 45
FASTEN ROOF SHEATHING TO
FRAMING AT 6 INCHES D.C. AT
EDGES AND IN THE FIELD, UNO.
REFER TO FAMNIN16 SCHEDULE
FOR ADDITIONAL INFORMATION,
VARIES T-G.
ROOFSHEATHING DIAGRAM
=0
SHE& NUMBER
12731-2020 A
KLIN Sr1.5-lB
-
KLN
SME: NOT TO SCALE
REFER TO NOTE 10 ON
REFER TO NOTE 10 ON
ASTM D3161 CLASS OR
SHEET S-0 FOR ROOF SHEATHING
SHEET "FOR ROOF SHEATHING
ASTM 0T158 CLASS H
ASPHALT. SHINGLES OR
29-GAGE METAL ROOFING
ROOF TRUSS. REFER TO
ROOF TRUSS. REFER TO
SHEETS S 2.4 AND 8-25
SHEETS S2.4 AN0 S2-5
PLYWOOD
OROFT
DECKING @ AREAS
PROVIDE CUNT. METAL
DRIP EDGE AT EAVES
j
q
AND GABLE ENDS.
REF, DETAIL 31S-3.0 (FYP)
so
q
20 STUDS 16" O:C.
PROVIDE DOUBLE
2x4LOFTJOIST STUDS ATNJALLSIDING
@ 24' O.C. VERTICAL SEAMS
V, T7-11 SIDING,
%^ T1-11 SIDING:
'7 % LP SMARTSIDE
'? Y,-LP SMARTSIDE
`D PRECISION SERIES
DOUBLE
`O PRECISION SERIES
190 SIDING, OR
19DSIDING,OR
TOP PLATE % TREATED PLYWOOD OR
29GAMETALSIDING
29 GAMETAL SIDING
PERFORMAX 500 FLOOR
(REF NOTES)
(REF NOTES)
ADECKING.
'A.r (2) 4x6TRTD SKID 6�-4"
2x4 FLOOR JOISTS
@ 16' (2) 4x6 TRTD SKID —�
g•0+ O.O. C. MAX
$' WIDE NOTES FOR METAL
WALLfROOFPANELS:
1) METAL WALL PANELS WITH THE RIBS RUNNINGNORIZONTALLY
SHALL BE ATTACHED TO WALL SHEATHING, PER DETAIL 4 ON
SHEET S-3.3 AND. DETAIL 1 ON SHEETS-3A.
2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 20 GIRT$ IN ACCORDANCE WITH.
DETAILS 2 AND 3 ON SHEET S-3.3.
3) METAL PANELS ATTACHED 61RECTLY,TO WOOD FRAMING
-- . wnnnonexi-F WITH nETAIL 3 ON,SHEETS3.3
,,.._- . ------
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 & S-0.2 jN ACCORDANCE WITH DETAIL 4 ON SHEET $.3
FOR MEMBE R ATTACHMENTS UNLESS NOTED OTHERWISE- BUILDING SECTIONS
-, PH --FBA ZV20
RN LOR9A WIND*160
LOREDBA
PROJECT NO, SHEET,NUMBER
DigltallystgnedbyKevin Nolan - 'DATE` 12-31-2020 H
ON: ORnwNer: KLN 3�-1�/
,0 7 2342.19200300.100.1.1=A01
410C00Q001740C69501F00044A ® CHECKED DY: KLN
g, ,c6"n Nolan, c=U5 REVLSION: SCALE:1W = T-O"
DaM:2021.01.081226:51-0601Y RARTABLE.:,BUILDItMICsS .
2x6 LOFT JOIST
@24' O.C.
DOUBLE
TOP PLATE
10' WIDE
METAL
PROVIDE GONT: METAL
DRIP, EDGE AT EAVES
AND GABLE ENDS,
REF. DETAIL 31S3:0 (TYP)
20 STUDS. 15' O.C.
gj TREATED PLYWOOD OR
PERFORMAX 500 FLOOR
DECKING.
2x6 TRTD FLOOR JOISTS
@ 16- O:C. MAX
7
Robbins
ASTM D3161 CLASS F OR
REFER TO NOTE 10 ON
ASTM D715B CLASS H
NOTES PANELS:
SHEET S-0 FOR ROOF SHEATHING
ASPHALT SHINGLES OR
WITH THE RIBS RUNNING
A ELS WITH
L WALL'E
1) METAL
29-GAGE METAL ROOFING
DETAILN ON
SHAH BE ATTACHED TO WALL SHEATHING PER DETAIL 4 ON
D
BE ATTACHED
ROOF TRUSS. REFER TO.
SHEET S3.3 AND DETAILLON SHEET S3.4.
2) METAL WALL PANELS WITH THE RIBSRUNNING VERTICALLY
SHEETS S-2A AND S-2.5
%8 OSS ORX- PLYWOOD
DECKING @ LOFT:AREAS
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
PROVIDE CONT. METAL
SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3
c
DRIP EDGE AT EAVES
4) METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED
AND GABLE ENDS.
IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3
REF. DETAIL 31S•3.0 (SYP)
2x4 STUDS @ W O.C.
PROVIDE DOUBLE
2x6 LOFT JOIST
STUDS AT WALL SIDING
Q 24° O.C.
VERTICAL SEAMS
W T141 SIDING,
V LP SMARTSIDE
PRECISION SERIES
DOUBLE
TOP PLATE
�Ye. TREATED PLYWOOD OR
19D SIDING, OR
29 GA METAL SIDING
PERFORMAX 600 FLOOR
(REF NOTES)
DECKING.
2x6 TRTD FLOOR
(4) 06 TRTD SKID
17.2•
JOISTS Q IS- D.C. MAX
11'-2"WIDE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS "A & B-02
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
BUILDING SECTION
0R1DA--W1ND=-160:MPH-+BC 20fv
LVFTED "BARN FL
PRalecrNo SHEET NUMBER
(j Dlgkally signed by Kevin Nolan DATE: 1231-2020
ON:
DRNNSY: KLN 8I092342.19200300.100.1.A0111B
41000OO1740C8501F044AWeatherCMECKEO BY'
Kin"go
KILN
E4,�n=KevinNolanPORTABLE BUILDINGS REVISION: SCALE:114'=r.o•
Date:2021.01.0612:2119 .06'00'
7:i9
ROOFTRUSS
REFER TO DETAILS ON 2x4 STUDS @ 16' O.C.
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP) LAP THE TOP PLATE
FROM THE SIDE, WALL
OVER THE END WALL PLATE
AT EACH CORNER.
1Y4° -16 GA METAL
SRACING;STRAP
(SEE NOTE, TYP) 4-0" MAX DOUBLE TOP PLATE
OPENING
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT, (TYP)
8' WIDE FRONT ENDWALL
ROOF TRUSS
2x4'STUDS @ 16" O.C.
REFER TO DETAILS ON
SHEETS3.I FOR STRAP DOUBLE TOP PLATE
ATTACHMENT. (TYP) OPTIONAL WINDOW
/— 36' WIDE MAX (TYP)
1Y4" -16 GA METAL
BRACING STRAP
(SEE NOTE,TYP)
ATTACH `STRAP TO EACH
STUD W/ (2) Sd NAILSMINN.
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER.
REFER TO DETAIL4 ON
SHEET 83.1 FOR STRAP
ATTACHMENT. (TYP)
REFER TO DETAILS ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
DOUBLETOPPLATE
Robbins
1XV -16 GA METAL
LAP THE TOP PLATE
BRACING STRAP
(SEE NOTE, TYP)
FROM, THE SIDE WALL
OVER THE END WALL ,
VVMAX OPENING
PLATE AT EACH CORNER.
REFER TO DETAIL 4 ON
/
SHEET S3,1 FOR STRAP
ATTACH STRAP -TO EACH
ATTACHMENT. (TYP)
STUD WI (2) Bd NAILS MIN.
(TYP)
2x4 STUDS @ 1
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (WPJ
lye -16 GA METAL
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EAI
STUD WI (2) Bd NAILS M
m
ADDITIONAL tY° -16 GA
NGS
10'-0" WIDE FRONT ENDWALL STRAPF3V-D'L LONG
22'-0" TO 30'-0°LONG
(SEE NOTE, TYP)
UBLE TOP PLATE
P THE TOP PLATE
OM THE SIDE -WALL
tERTHE END WALL
ATE AT EACH CORNER.
REFER TU DETAIL 4 ON
SHEET S3,1 FOR STRAP
ATTACHMENT. (TYP)
1Y-O" WIDE REAR ENDWALL
8'WIDE REAR ENDWALL
NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING, PLYWOOD,OR OS6
-. -Fo'***,2 -
LOFTEDBAR
N-FLORIDA 1NIN� 0 MPH
PROJECT NO. SHEET NUMBER
1 DlgltallysignedbyKevin Nolan CATS 12-31-2020
'INIDM
ti092342.19200300/0D-1.1=A014 ,,, � ,'-.. � G12-LB
/' (// �Ilia/� 10�000001740089501F00094A8 CHECKEOBY: KLN
4,cn=Ife4lnNolan,USeatherREVISION: SCALE: NOT TO SCALE
D4t,2021A1,0812:27:48a6'OD' PORTABLE �.SUILOIMIG�S
t
IL 5 ON STRAP, (TYP)METALSTRAPE, TYP)
ATTACH STRAP TO EA
STUD Wl (2) 8d NAILS N
(T
20 STUDS @ 16' O.C.
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP —�
ATTACHMENT. (TYP)
1ya"-1BGAMETAL i
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EACH
STUD W1(2)8d NAILS NUN.
(TVP),.
11'-Z' WIDE FRONT ENDWALL
TUDS @ 16" O.C.
1BLE TOP PLATE
THE TOP PLATE
OM THE SIDE WALL
ER THE END WALL PLATE
EACH CORNER..
REFER .TO DETAIL 4 ON.
SHEET SM FOR STRAP
ATTACHMENT. (TYP)
ROOFTRUSS
ATTACH EACH JAMB
STUD TO ROOF TRUSS
1(3)3" x 0.131"
RING SHANK NAILS
ROOF TRUSS
2x4 KNEE BRACE
EACH SIDE
OFDOOR
0'.0"OPENING
I V-2" WIDE FRONT ENOWALL
W/ ROLL -UP DOOR (OPTIONAL)
OVER THE END WALL PLATE
AT EACH CORNER.
2x4 FLAT w12x4 ON EDGE OVER
THE DOOR.' REF. DETAIL 61S-3.0
(2) 2x4 FULL HEIGHT STUDS
EACH SIDE OF COOR: NOTCH
THE'STUDS AT THE ROOF
TRUSS.
lr 'NOI
MApPROVED"
DoCtlMENT
DOUBLE TOP PLATE
NOTESFOR ROLL -UP DOOR OPTION:
~I,FOR BUILDINGS SHEATHED WITH T141 OR LP SIDING, PROVIDE FULL HEIGHT
LAP THE TOP PLATE
ye OSS OR PLYWOOD WALLSHEATHING ON THE INTERIOR FACE OF THE WALL
FROM THE SIDE WALL
ATTACH THE SHEATHING TO THE WALL FRAMING WITHZ%x 6.113' RING SHANK
OVER THE END WALL PLATE
X
NAILS SPACED AT W MAX.
AT EACH CORNER.
2- FOR BUILDINGS' SHEATHED WITH METAL SIDING, PROVIDE %0 OSS OR PLYWOOD
WALL SHEATHING ON THE1NTERIORFACE PLUS THE EXTERIOR FACE OF THE WALL.
REFER TO DETAIL 4 ON
THE EXTERIOR METAL SIDING SHALL BE ATTACHED TO SHEATHING PER DETAIL
SHEET $3.1 FOR STRAP
SHEATHING TO THE WALL FRAMING WITH 2/" xD,i 13'
ATTACHMENT. (TYP)
ACED AT W MAX,
RING SHANK NAILS S_
I V-2" WIDE R FAR ENDWALL NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING, PLYWOOD,OR OS8
RONDA---II10*160AP,H--�FBC 220
LOFTED BARN
PRDJEGI No SHEET NUMBER
OIg1Ially signed by Kevin Nolan __. HATE: 12-31.2020
I DN DRAWN BY: 'KLN �.
,09234219200300100.1,1=A01 so
410CQ00o0174oC89S01 F00044A GHr CKED By. KLN
84,cn--kcvinNolan, C=US. Weatherg
06'00'
PQ T>���� �' 0 'N REVISION'. SCALE:NOTTOSCALE
Date:2021-01.0812:2
t Kooning
GENERAL NOTES:
1. REFER TO SHEET S-0 FOR DESIGN LOADS.
2. MAXIMUM TRUSS SPACING - 2 r 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 02 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 LI240 LIVE LOAD AND U180 TOTAL LOAD.
8. LOAD DURATION ADJUSTMENT FACTORS:
ROOF LIVE:1.26
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.
2x4 TRUSS
MEMBER (TYP)
7 1p,
0
SEE NOTE 10
I 8-0-
u:
20 TRUSS
PLATE (TYP)
MAX REACTIONS
IIORIZ: 10B LBS.
NETUPLIFT:-175'LBS.
GRAVITY: 269 LBS.
8' WIDE LOFTED BARN TRUSS
2x4 TRUSS
MEMBER (TYP) 2x4 TRUSS
2 10. PLATE (TYP)
0 w.
SEE NOTE 10
wV
MAX REACTIONS
HORIZ: 108 LBS..
NET UPLIFT.' -179LBS.
GRAVITY: 250 LBS.
8' WIDE LOFTED BARN TRUSS (OPTIONAL)
2x4 TRUSS
MEMBER (TYP)
0
3:1�x4 TRUSS
\ /— PLATE (TYP)
SEE NOTE 10
MAX REACTIONS
HORIZ: 121 LBS.
NET UPLIFT: -227 LBS.
GRAVITY: 333 LBS.
10' WIDE LOFTED BARN TRUSS
2x4 TRUSS
MEMBER (TYP)
3'
SNOTE 10 \
I- 10'-0•
2x4 TRUSS
PLATE (TYP)
MAX REACTIONS
HORIZ. 121 LBS.
NET UPLIFT. -231 LBS.
GRAVITY. 314 LBS.
10' WIDE LOFTED BARN TRUSS (OPTIONAL)
LOFEDBARN-f,LORIDA-
-WIND=160.:MPH---FBC 2020
PRodECT NO: SHEET NUMBER
�! Digitally signed by Kevin Nolan DATE: 12-31-2020
D /► S24
0923M17,4030 5oIF.1=A014�q ,. �„ , DRAWND KLN
00001740GT9501FW094A8 ■■ CHECKED BY: 1(LnJ
4, ur-!(eV'�n Nolan, c=US
Date Xh.01.081r2&A-O& a PORTABLE .B III.D:I �N�ss - REVlslorr. SCALE:1/4•=r-0^
r'
2x4 TRUSS
MEMBER (TYP) q, 2x4 TRUSS
PLATE MP)
'NDI
APPROVED"
DOCUMENT
e so
SEE NOTE 10
W2, L
MAX REACTIONS
HOR17- 125 LBS.
NET UPLIFT: -258LBS.
GRAVITY. 370 LBS.
11'-2" WIDE LOFTED BARN TRUSS
2x4 TRUSS
MEMBER (TYP) q;RJ 2x4 TRUSS
/- PLATE (TYP)
�L
SEE NOTE 10
vo- -----
I
MAX REACTIONS
HORIZ: 125LBS.
NET UPLIFT: -262 LBS.
GRAVITY: 351 LBS.
11' 2" WIDE LOFTED BARN TRUSS (OPTIONAL)
Pa,,,,L,,,N�,',,•' _-FLORKDA-410=160 (KPH -+BC - 2020
FTED BARN
No.77209 * PRoJECTND: SHEET NUMBER
Dlgltalyslgnedby.Kevin Nolan
DATE: 12-31-2020'
STATE _ I DN DRAWN BY: KLN
o Qp o9z34z19200300.1W11-A01 `'0 ._ S-2.51B
i �ORLO ` /�j"t" 410C000001740C69501F00044A Wea the,
% � ��: CHECKED 6Y: .KLN
°�, :' Date-. zoil.olo6 ¢ii osoa �wwr►►/ mylsroN: SCALE- 1W=TV
ATTACH SIDING TO
CONT. 2x TREATED RIM BOARD
ATTACH LOFT JOIST
WALL FRAMING
Wl 3" NAILS @ W INTO BRIDGING
TO TRUSS wl
W12%' x 0.113' RING
& (3) 3' NAILS TOENAILED INTO SKID
(5)10d NAILS MIN
SHANK NAILS @ 6" O.C.
IN FIELD & ALONG
EDGES: (SPACE NAILS
3 3 NAILS
O "
FLOOR JOIST (4) 3' x 0.131"RING METAL DRIP EDGE.
SHANK TOE NAILS ATTACH TO ROOF
AT 3" O.C.'ALONG
PANEL'EbGES A7
THROUGH
BOTTOM PLATE
INTO SKID
wl 1'x3/a" STAPLES
®12' O.C.
ENDN/ALLS)
INTO EACH STUD
NDl
_
%�iPPDDVEDN
(3) 3" NrILs
CONT. 2x4 TRTD
O SKID
pO�UMENT
BRIDGING Wl
z N
TOE NAIL TRUSSIJOIST
(5) 3' NAILS IN
z
TO TOP PLATE Wl
1-TYPICAL DETAIL
EACH SKID
(4) tOd NAILS MIN
ROOF TRUSS
LOFT JOIST
IN LIEU OF MTS16 STRAP,
PROVIDE A SIMPSON 0.152 x 6'
SDWC TRUSS SCREW
(SDWC15500) OR
EQUIVALENT AT EACH
ROOF TRUSS.
NOTE: REFER TO 31S3.0 FOR INFO NOT SHOWN.
4-ALTERNATE TRUSS
HOLD.DOWN DETAIL
2-FLOOR JST TO SKID DETAIL
(1) 20, FLAT
(3) 3- NAILS
(TYP)
y/e" OSM
DECKING
LOFT JOIST
SIMPSON MTSI6STRAP
wI p)10d x IV NAILS (MIN) IN
EACH END OFUI THE STRAP
AT EACH TRUSS. iNRAP AROUND
AND NAIL TO WALL TOP PLATE
WHEN TRUSS,OOES NOT LINE
UP WITH A WALL STUD BELOW,
REF DETAIL 41S-3A FOR AN
_ ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE METAL STRAP.
DOUBLE
TOP PLATE
3-LOFT EAVE DETAIL
DOUBLE 2x4(TYP)
TOP PLATE 3' NAILS Ca)
,
8" O.C.
STUD
NOTE:
ALL MEMBERS
ARE 2x4. UNO
36" MAX
_DETAIL (cD ENDWALL DETAIL 0 SIDEWALL_
5-TYP WINDOW FRAMING
=ALL HEADER FOR
OPENINGS UP TO V-O'.
SIDEWALL HEADER FOR
OPENINGS UP TO W-0".
(2) FLTCH PLATE
SIDEWALL HEADER FOR
OPENINGS UP TO &-0".
(2) 2x6 W17/e OSS
FLITCH PLATE OPENINGS
HEADER
FOR OPE FOR NINGS
UP TO S'-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
OPENINGS.
WIND=160 MPH.--FBC 20220
LOFTED BARN---FLORIDA--
- PROJECT NO: SHEET NUMBER
JTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S-0.2 FOR
ATTACIIMENTINFORMATION NOT NOTED ONTHIS SHEET. DATE: 12-31.2020 ■•/�►7-IIMWNBY: ,KLN 53DID
Dtk ,7�M ��th r ., i n g o. 'CHECKED W. KLN
wWIlnlmt+n�r0W44W of ww
wol ' iLIE BUILDINGS REVISION: scaLE:1'=r-o
ROOF TRUSS
(7YP)
TAP P1 ATF
1- WALL TOP PLATE SPLICE DETAIL
SIMPSON MT316 STRAP
rjs' OSB ORY2* PLYWOOD
wl (7)10d x %" NAILS (MIN)
DECKING
IN EACH END OF THE
STRAP AT'EACH TRUSS.
WRAPAROUND TOP PLATE.
REF DETAIL 41S-3.0 FOR AN
ALTERNATE HOLD DOWN
OPTION IN LIEU OF THE
LOFT JOIST
METAL STRAP.
l P.T. PLYWCOD
CEILING AT PORCH
ONLY.
PORCH POST BEYOND.
REF DETAILS ON
SHEET S3.2FOR
ADD'L INFO.
DOUBLE TOP PLATE
EXTENDED FROM
BUILDING
CONT, DOUBLE
FOP PLATE
BOTTOM PLATE
JOINT TREATED 2x4 x 6'-W LONG
SPLICE PLATE CENTERED
ON SPLICE, EACH SIDE OF
SKID w/ 2 ROW8'10d NAILS
@ 4.O.C. STAGGERED
iYe -16 GA STEEL STRAP.
WRAP AROUND JOIST &
l QT
VARIES (SEE PLAN)
2- SKID SPLICE DETAIL
DOUBLE
TOP PLATE
1Y" - Ai GA STEEL:STRAP.
WRAPOVER WALL TOP
W NAILS
PLATE. PROVIDE (3) Bd
@ 12' O.C.
NAILS INTO TOP OF PLATE.
PROVIDE (5)10d NAILS MIN
INTO STUD/SIDE OF PLATE.
x4 ADS
(SIDE
—, STUD.
4-STRAP AT 5-STRAP ATTACHMENT
NOTE: REFER TO 31S3.0 FOR INFO NOT SHOWN. SCALE lYz„ =1'-0'
3- PORCH SAVE DETAIL SCALE = lYa• =1`-0'
Robbins
TREATED 4x6
SKID
NDI a
'"APPROV€D"
DOCUMENT
W STUD
(END WALL)
3° NAIL&@ 12° O.C.
STAGGERED
6-TYPICAL CORNER DETAIL
A--WI1a=16 MPH--FBC 2020
LIFTED BARN-- FLORID
fi..
ECT NO•
;* NO.77209- '3* NOTE: REFERTO FASTENING,SCHEDULE ON SHEETSS-0.1N
ATTACHMENT
INFORMATIOHNOT NOTED ONTHIS Slit
1= STATE TfDig4ally gnedb7KeMnWan
OF 1 ,09.2342.1920030010011 A019
' �j��/�✓ 10000060174KGZO1F00044AS
Date: 021.01M 1230A1.06W
RRoa -
SHEET NUMBER
Kher"�
BATE:
12-31.2020
S311—
�
DRAWN OY:
KLN
CHECKEDBY:
KLN
CC
REVISION:
-
SCALE: 1 =1.0
REF DETAILS 31S-3.1 & 415-30 REF DETAILS 3 8A/S-3.0 Plan a pFa121oo7e Daie: t/t
FOR ROOF TRUSS HOLD- FOR ROOF TRUSS HOLD-
DOWN INFORMATION DOWN INFORMATION
NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY
(TYP) (TYP)
ROOF TRUSS
(2) S%s x 6" LAG 3'e- P.T. PLYWOOD (TYP)
SCREWS THROUGH CEILING AT PORCH
TOP PLATES INTO ONLY. NpI
4x6 P.T
- POST npp
(2) Yle x 6' LAG LOFT JOIST PAPPRO)
SCREWS THROUGH (TYP) 0000M
TOP PLATES INTO
4x6 P.T. 4x6 P.T. POST
POST
P.T. Ix PORCH BOARDS
wl (2) 3" NAILS INTO
CONT. 2x P.T. EACH FLOOR JOIST
DOUBLE TOP PLATE
RIM JOIST T-8" TALL EXTENDED
4x6 P.T.
END WALL TO PORCH POST
POST
—EK
(6) 3" x 0.131' RING
SHANK NAILS (MIN) 4.6 P.T. SKID
FROM END JOIST P.T. Ix PORCH BOARDS BOTTOM PLATE
INTO CORNER POST wl (2) 3" NAILS INTO (TYP)
1- CORNER PORCH POST DETAIL EACH FLOOR JOIST
4x8 P.T.
POST P.T, Ix PORCH BOARDS
wl (2) 3" NAILS INTO
EACH FLOOR JOIST
CONT. 2x P.T. 4x6 P.T. SKID
RIM JOIST REF DETAILS 18 21S3.2J/r
FOR POST BASE FLOOR JOIST
ATTACHMENT
PORCH VARIES (SEE PLAN) (TYP)
(9) 3" x 0.131" RING 4x6 P.T. SKID
SHANK NAILS (MIN)
FROM JOIST INTO
POST NOTE: REFER TO DETAILS IIS32 AND 21S3.2 FOR INFO, NOT SHOWN.
NOTE: REFER TO 1IS32 FOR INFO NOT SHOWN- 3- OPTIONAL PORCH SECTION
2-INTERMEDIATE PORCH POST DETAIL NOT TO SCALE
,``�1lannunlrm,,
No
-- —400=160MPH—,
FBC 2020
LOFTED BARN FL0RIDA
..� o...
' A10.77209 ��c NOTE:'REFERTOFA5TFNiNGSCHEDULEONS}iEETSS-0:IANDSQ.2FOR PROJECT �- SHEET NUMBER
= ATTACHMENT INFORMATION NOTNOTED ON THIS SHEET. DATE: 12-314020
Digitally signed li KevinNdan DRAWN BY:
STATE { KLN S-32�+�B
RlpY �� 09.2342.1920030010011-AO141 CHECKED BY: KILN
��4 ���, /` C// vIl/7� 00000001740CB95DIRb044A84,
�i,,SlQNgy�Ap - cnWea her Mg
-k'cANolm(_—u$ REVISION: "1 SCALE:
�hrrynuimulv�'' : ` Date. 202I01.0S12:31i2D-0"O PORTABLE BUILDINGS GS
ROOF TRUSS
ROOF DECKING
20 STUDS (FLAT)
®16° O.C. TOENAIL
TO TRUSS T.C.w/
(2)3"NAILS 7-LOFTDECKING
CONTINUOUS
ALUMINUM Z$AR LOFT JOIST
FLASH{NGAT
HORIZONTAL SIDING
JOWT ATTACH CO DOUBLE TOP PLATE
FRAMING w/ 4 'XY4"
STAPLES @ 12' O.C. @ 16"O.C. 2x4 STUDS
SIDING (TYP)
1-TYPICAL END WALL DETAIL
910-15x 1Yz' W(
29 GA METAL PANEL w/ WASHER @'
(OW S)DE OF I
SPACE SCREIA
ALONG PANEL
REFER TO DETAIL 41S-3.3
FOR ATTACHMENT OF
METAL ROOFING TO
THE ROOF DECK
2x10 TOP PLATE _
(N4 BOT PLATE)
29 GA, METAL SIDING.
ATTACH TO GIRT! PER
DETAIL 31S-3.3
20 WALL GIRT. ATTACH
TO EACH STUD wl
(3) 3" x 0.131" RING SHANK
NAILS (TYP)
6
r"
Y MAJOR RIB) a rn
16" O.C. MAX
1TH.
U
2xFRAMING 'SPACED J
AT 24" O.C. MAX
4-METAL PANEL FASTENING TO SHEATHING
E
LOFT JOIST
29 GA
Y4-44 SELF :DRILL W(
SCREW Wf WASHEf
SPACED'@ 24' O.0
ALONG EA SIDELAI
MTS1S STRAP
x W-NAILS (MIN) IN.
ur vvll n JA WML o,.,v aw..,...
REF DETAIL 41S-3.0 FOR AN FASTENING PATTERN AT PANEL ENDLAP
ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE METAL STRAP.
29 GA METAL PANEL
Ya'-14SELF DRILLING q1 D.14 x 1Y" WOOD SCREW
SCREWw/WASHER w/WASHER a W O.C.
SPACED @ 24"-0.C. 9" TYP (ONE SIDE OF EVERY MAJOR RIB)
ALONG EA SIDELAP r_1 ^
2X4 STUDS @
16" O.C.
2-TYPICAL VERT METAL SIDING'DETAIL
NOTE: REFER TO DETAILS 1/S3.0 AND 3/S3A FOR INFO NOT SHOWN.
LOFTED-BARW -FLORIDA.7!
OTE: REFERTO F/1STENING SCHEDUIXON SHEETS$41 ANDS
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
�0I911a0y signed byKevin Nolan
I DN
10.4.2342.192W1300.lW.1.W01410
G000001740C89501F00044A04,
r cn=KevinNglan,w175
Date.2021.01M 123168.0m
2x FRAMING -/
FASTENING PATTERN AT INTERIOR PANEL SUPPORT
3=METAL PANEL FASTENING TO. WOOD FRAMING
SCALE
M
0
'.PROJECTNO:
_
$HEETNUMBER
OATF_ 12-31-2020
KLN
SY:
C��
REVISION:
SCALE:11=01-0
I
REFER TO DETAIL 41S-3.3
FOR ATTACHMENT OF
METAL ROOFING TO
THE ROOF DECK
LOFT JOIST
A�PR(?VED"
DDc1lMNT
29 GA. METAL SIDING OVER
SIMPSON MTS16 STRAP
% ON OR PLYWOOD
w/ (7)10d x 1Y" NAILS (MIN) IN
EACH END OF THE STRAP
WALL SHEATHING.
ATEACHTRUSS. WRAPAROUND
REFER TO.DETAll4/S3.3
AND NAIL TO WALL TOP PLATE
FOR SIDING ATTACHMENT
WHEN TRUSS DOES NOT LINE
UP WITH A WALL STUD BELOW.
REF DETAIL 41S-3.0 FOR AN
ATTACH SHEATHING TO
ALTERNATE HOLD DOWN OPTION
WALL FRAMING
IN LIEU OF THE METAL STRAP.
W/eaa"x0.11YRING
SHANK NAILS @8" O.C.
IN FIELD 6 ALONG
EDGES. (SPACE NAILS
AT Y O.C. ALONG
PANEL EDGES AT
ENDWALLS)
2x4 STUDS @
1-TYPICAL HORIZ METAL SIDING DETAIL
NOTE: REFER TO DETAILS VS3.0 AND 31S3.0FOR INFO NOT SHOWN,
LOFTED
Kevin Now
e/' TRTD
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE.
ATTACH TO WOOD JAMB
wlY" x 1.75" LONG LAG
SCREWS Q 12" O.C: PER /
MANUR SPECS. BOTTOM /
SCREW TO BE 6" MAX J
ABOVE FINISHED FLOOR.
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
EXTERIOR WOOD SIDING.
REF DETAIL 118-3.0 FOR
NAILING REQUIREMENTS
(2) 2x4 SP. #2 (OR BETTER)
0.79' JAMB STUD. REFER TO
FASTENING SCHEDULE
FOR NAILING REQUIREMENTS
I -ROLL -.UP DOOR JAMB DETAIL
(WOOD SIDING)
Va" TRTO
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE.
ATTACH TO WOOD JAMS
wl Y4" x 13W LONG LAG
SCREWS'Qa 12.O.C.PER
MANUR 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
%e" OSB OR PLYWOOD
WALL SHEATHING.
REF DETAIL 1/83.0 FOR
NAILING REQUIREMENTS
(2) 2x4 SP #2 (OR BETTER)
0.71r JAMB STUD. REFER TO
FASTENING SCHEDULE
FOR NAILING REQUIREMENTS
2-ROLL-UP DOORJAMB DETAIL
(HORIZ METAL SIDING)
2x4 WALL GIRT. REFER
TO DETAIL =3.3 FOR
SPACING AND'WAILING
REQUIREMENTS
W TRTD
PLYWOOD
TRIM
ROLL -UP ODOR GUIDE
ATTACH TO WOOD JAMB
w/Y" x 1,75" LONG tAG C
SCREWS Q 12" O.G. PER 1.98-
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 iWl
RIBS RUNNING VERTICALLY.
ATTACH TO WALL GIRT PER
DETAIL 31",3
ND!
"APPROVED"
DOCUMENT
(2) 2X4 SP #2 (OR BETTER)
JAMB STUD. REFER SO
FASTENING SCHEDULE
FOR NAILING REQUIREMENTS
3-ROLL-UP DOOR JAMB DETAIL
(VERT METAL SIDING)
LOFED-BARN-fLuRLID-..A-WIND=160 MPH--FBC 2020
41 D�'DlqtWIh"lgnedb7.KeAaNclan
�09734Z192003W.100.1.1-A0141
, / / (A 4 l-zn OCOO�O 740009501F00044A84
m=Kevin Nolanx-US
lr BatG2021.01M 1233:14-6VW
Vea-ther"',."i ng
ORTABLE B iLDINGS
SHEET NUMBER
12-31-2020 RR
KLN S1
'385 1%
BY: KLN
SCALE: 1112'=l'-O
FRONT ELEVATION
REAR ELEVATION
'IVE TRIM
PROVIDE CONTINUOUS I I I I I I I
ALUMINUM Z-BAR FLASHING I I I I I I
AT SIDING HORIZONTAL JOINTS, I) I I I I I
ATTACH TO FRAMING Wl1W t_ — -J J I I
STAPLES AT 12' O.C. (TYP)
1 l I
I I I
60OR AND WINDOW LOCATIONS SIDE ELEVATION
VARY PER CUSTOMER.
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS. NOTE:
ATTACH TO FRAMING w/ 1'xYi* WINDOWS, DOOM AND TRIM SHOWN ARE CONCEPTUAL. ACTUAL WINDOW,. DOOR, AND TRIM
STAPLES AT 1Y O.C. (TYP) MAY VARY PER CUSTOMER REQUEST.
RONAL DOOR OR WINDOW.
SATIONS VARY PER CUSTOMER.
E Robbins
LOFTED BARN--FLORIDA--WIND:1^0-^u MPH--�FBC'2020
PROJECT N0: SHEET NUMBER
j-Olgltally signed by Kevin Noun '
DATE., 12-31-2820
I/ 0.9.2U2.192W300100.1.1=A0 fHtAWNOY:t4100000001740C89501F0004 KLN46LB
V 4A04, cn )Cevin Notary c=US ',.�j I, _tn" CHECKED BY: KLI�J W
�� °21'01A8123359 AART�IB6� BIJILDIh1 S
REVISION:
SCALE: NOT TO SCALE