HomeMy WebLinkAboutProduct Approval FLA Manufactured Building Program
1940 North Monroe Street
Busines (:`) Suae90A
Professional Tallahassee, Florida 32399.0772
z ;, Phone:850 487.1824• Fax-850.414,8436
ti;011
Ken Lawson,Secretary Rick Scott,Govemor
April 20, 2015 " °' E ' 'I
G
Steve Perry ",�
WeatherKing-FL MAR 0 3 2016
1221 SW Eaculyptus Ave
Arcadia, FL 34266 PER.1WJTTijjQ
S1. Lucie County, FL
RE: Manufacturer Certification,ID MAF-9749; Expiration Date:April 17, 2018
Dear Steve Perry
It is my pleasure to inform you that WeatherKing- FL,located at 1221 SW Eacalyptus Ave,
Arcadia, FL 34266,has been approved under the Manufactured Buildings Program,as provided
for under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds for installation in
Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
indicated [on the cover page of the plans)for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted 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 manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS(www.flaridabuilding.org)for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely, p
Robert Lorenzo
Manufactured Buildings Program
cc:National Design and Inspection,Inc.
u Dam b`u �,nd hn. .-�,�
501 North Jackson Ave. Suite 2
8�irirs t mIlding
Russellville, Ay_35653
my 24•,2015
FloridaMr.Arn Richmond
QDC-paa"rnen";:E✓'@ Business and Professional PegWa$ion y,A�
Manufactured Building Program MA Q 3 2%
1940 North Monroe 31'reet PEP,^Ai7-fl�^dG
Suite 90A St. Lucie County, FL
Tallahassee, Florida 32399-0772
iii.: Plan Approval: Residential Lawn Ste'sra ge J'•hed
Manufacturer:tiileathef'Bing Pof-i:able Buildings
Plan 9i4uY'aat3a6'/Name: i_o'gf:ed yah-n
ear Mr. e
Pw.sfiai920 ilei ,oda De ,_:.;4'S5,- s," and
CdJ fr'�c, P_.• ida§t3EieaB6 2 L.,Qf,..ti'�l.$C C.6i 9 PiG'iC-SsfE1{1c5
Regulations,the above refeFel7c ed have been reviC-tfiiC-d'i"of"GE7'rn"Afance e�mlt-h:
2014 PBC, 5-'dh EditiGfe
_t}'.1 Ni_C INFPA 7i
s hese "iasis, r t y •" G�
[- �cr.-d���Je�t'-�€'Ele f-3[eie�ia ;'so�ZiC.'s:,'���e4'�;�;`el� e1f.7le tD�;7_tt-3.0�e'3 (G=R`t`..:�.
:fit signev] ai.LE sealed st?t 2•1:plans are . e e BBC�eiohe iu" . , Agency 'si.
office. of
Naidonal Design and hispr-tion.
All nnandlatarN t comment-s have faeen sc"apis'Eied aper•+ pla@"fs are approved,'sok'cans-Ev-uc-dFor, by a
nnedular IauUding mai-puiactu6er E:l"rat is curreri-,lrr approved by'Che Dep@p-Lrrer,e c-4 2?vsifKr_SS cf d
Pro'Fessional Regulations.
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WEATHER KING PORTABLE BUILDINGS
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J HICKORY, KY 42051 DOCUMEZNT
GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS:
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.ALL ROOF DECKING IS TO BE 346"O.S.B. 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND
THE 2014 FLORIDA BUILDING CODE(FBC). THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS. THESE ITEMS MAY BE
11.ALL SIDING IS TO BE TREATED T7-11,LP SMARTSIDE RISK CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL.
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN PANEL,OR 29 GA.METAL SIDING. WEATHER KING PORTABLE BUILDINGS IS NOT
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF 2.LIVE LOADS: RESPONSIBLE FOR THESE ITEMS.
MANUFACTURE. 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED FLOOR:40 PSF
SYP#2,OR BETTER. LOFT:10 PSF 1.THE FOUNDATION AND TIE-DOWN SYSTEM
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. ROOF:20 PSF
13.ALL WOOD FRAMING IS TO BE TO BE SPF#2 OR BETTER, 2.RAMPS,STAIRS,AND GENERAL ACCESS
4.STRUCTURES ARE CLASSIFIED AS"MINOR STORAGE UNLESS NOTED OTHERWISE. 3.WIND LOADS ARE BASED ON THE FOLLOWING:
FACILITIES"(RISK CATEGORY 1)AND SHOULD NOT BE ULTIMATE DESIGN WIND SPEED: 3.ELECTRICAL SERVICE HOOKUP
USED FOR HUMAN HABITATION. 14.ALL FLOOR DECKING IS TO BE 5/B"TREATED PLYWOOD. (2014 FBC FIGURE 1609C)
UN-TREATED T&G PLYWOOD FLOORING MAY BE USED Vult=160 MPH
5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A WHERE THE BOTTOM OF THE FLOORING IS OVER 18"ABOVE NOMINAL WIND SPEED,Vasd=124 MPH
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I THE GROUND. RISK CATEGORY I
STRUCTURES PER FIGURE 1609C OF THE 2014 FBC. EXPOSURE CATEGORY C
15.ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, INTERNAL PRESSURE COEFFICIENT:
6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING RATED FOR GROUND CONTACT. GCpl=10.18
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING COMPONENTS&CLADDING:
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. 16.REFER TO THE SUPPLIED FASTENING SCHEDULE FOR LOADS SHOWN HAVE NOT BEEN ADJUSTED FOR
FASTENING BASED ON CONNECTION AND LOCATION OF LOAD COMBINATIONS IN FBC SECTION 1605.
7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT MEMBERS AS PER THE 2014 FLORIDA BUILDING CODE
IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE TABLE 2304.9.1,UNLESS NOTED OTHERWISE. EFFECTIVE WIND AREA,Ae=10 FT'
USED IN OTHER LOCATIONS. ROOF-ZONE 1= 32.2,-51.1 PSF
17. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. ROOF-ZONE 2=32.2,-88.9 PSF
B.IN ACCORDANCE WITH FBC 1609.1.2,STORAGE SHEDS NOT ROOF-ZONE 3=32.2.-131.5 PSF
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA 18.STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT WALL-ZONE 4=55.8,-60.5 PSF
OF 720 SQUARE FEET"OR LESS ARE NOT REQUIRED TO COMPLY SHINGLES CONFORMING TO ASTM 03161(CLASS F) WALL-ZONE 5=55.8,-74.7 PSF
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OR ASTM D7158(CLASS H)OR 29 GA METAL ROOF PANELS.
OF THE 2014 FBC. 4.CONSTRUCTION TYPE:V-B
19.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO 9
9. IN ACCORDANCE WITH FBC 1008.1.1,BUILDINGS THAT ARE 400 TO RESIST WIND LOADS.ANCHORING OF THE BUILDING IS
SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN SUBJECT TO LOCAL JURISDICTION APPROVAL.
CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF THE 2014 FBC.
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PROJECT N0: SHEET NUMBER
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FASTENING SCHEDULE FASTENING SCHEDULE (CONT.)
CONNECTION FASTENING"' LOCATION CONNECTION FASTENING"' LOCATION
3-fid COMMON(2K'x 0.1311 3-10d
-10d COMMON(3'x 0.1489
I.JOIST TO SILL OR GIRDER(SKID) 3.3'x 0.131•NAILS TOENAIL 15.COLLAR TIE TO RAFTER 4-3'x 0.131'NAILS FACE NAIL
3-3'14 GAGE STAPLES 4-3'14 GAGE STARES
2-8d COMMON 2K'x 0.1311 3.16d COMMON(3Wx0.1629
2.BRIDGING TO JOIST 2r3'x 0,131"NAILS TOENAIL EACH END 16.JOISTTOBAND JOIST 4-3'x 0,131'NAILS FACE NAIL
2.3'14 GAGE STAPLES 4-3'14 GAGE STAPLES
60
16d 0'13 x D.1359 AT 16"O.C.
3.SOLE PLATE TO JOIST OR BLOCKING 3'x 0.131'NAILS AT B'O.C. TYPICAL FACE NAIL K"AND LESS 2�x 0.117'NAILS r
3'14 GAGE STAPLES AT I2'O.C. 17.WOOD STRUCTURAL PANELS 1d'O G6d*
SUBFLOOR,ROOF AND WALL 8d OR 6d'
2-ted COMMON(3K'x 0.162) SHEATHING(TO FRAMING)
4.TOP PLATE TO STUD 3-3"x0.13I-NAILS END NAIL '75a'TO K° 2K'x 0.113'T�AILS'
3-3"14 GAGE STAPLES 2'x 16 GAGE
4-Btl DOMMON(2%-x0.13I-) 1B.PANEL SIDING FRAMING) K'OR LESS Bd'
4-3'x 0.IMMIN IlB TOENAIL y,° Bd r
3-3'14 GAGE STAPLES
6.STUD TO SOLE PLATE 2_16d COMMON(W.0.1029
3-3"x 0.13"NAILS ENO NAIL e.COMMON OR BOK NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
3.3'14 GAGE STAPLES 6,NAILS SPACED AT 6INCHES ON CENTER AT EDGES.12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE
SPANS ARE 48 INCHES OR MORE NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON.8 OX OR CASING.
led
(*Vx0.135)AT24'O.C. n COMMON OR DEFORMED SHANK(6d-2'x0.113";Bd-2Y:'x 0.131';10d-3'i 0.1481,
B.DOUBLE STUDS 3'x 0.131'NAILS AT 8'O.C. FACE NAIL d.COMMON(6d-YxO.113';6d-2Yi 3
xO.131';10d-'x0.1481.
3.14 GAGE STAPLES AT W O.C. e.DEFORMED SHANK(Sd-2'x 0.113';ed_2%-.0.131':10d_r.0.148').
led(3K MA359AT16'O.C, L CORROSION-RESISTANT SIDING(6d-Pe'x0.1118%ad-2%'x0.128')OR CASING(6d-2"x 0099-;8d-2K"x 0.113')NAIL
3-x 0.131'NAILS AT 12"O.C. TYPICAL FACE NAIL g,FOR ROOF SHEATHING APPLICATIONS,Sd NAILS(2W x 0.1139 ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS.
3'14 GAGE STAPLES AT 12'O.C. h.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF%INCH.
T.DOUBLE TOP PLATES I.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 41NCHES ON CENTER AT EDGES,B INCHES AT INTERMEDIATE SUPPORTS.
12-r COMMON(3K'z0.182') ON
12-3'x 0.131-NA LAP SPLICE I.FASTENER SHEATHING AND
3S INCHES CENTER R TEDG S.8INCS SAT INTER E IATERMEDITTSFOR RO6FO EATHINO. ANO
12.3'14 GAGE STAPLES WALL SHEATHINGAND INCHESOONCENTERATEDGES,BINCHESATTERME IATES SUPPORTS FOR ROOFSHEATHING.
k FASTENERS SPACED 4INCHE3 ON CENTER AT EDGES.BINCHES AT INTERMEDIATE SUPPORTS.
B.TOP PLATES,LAPS AND 2-16d COMMON(3K'x 0.1621
INTERSECTIONS 3-3'x 0.131'NAILS FACE NAIL
3 114 GAGE STAPLES
9.CONTINUOS HEADER(2)PIECES 16d COMMON(Mix 0.1621 I6'O.C.ALONG EDGE I
I,
3-ed COMMON(2K"z 0.1319
10.CEILING JOISTS TO PLATE 5-3'x0,131-NAILS TOENAIL
5-3.14 GAGE STAPLES ,y�
11.CONTINUOS HEADER TO STUD 4-Bd COMMON(2K"x 0.131') TOENAIL "APPROVED"
3-Bd COMMON 12K'x 0.1319 y^� �,,q 6� 1'1Mt '
12.RAFTER TO PLATE 3-3'x D.131'NAILS TOENAIL i
3-3-i4 GAGE STAPLES
16d COMMON(3K"z 0.162) 24.O.C.
13.BUILT-UP CORNER STUDS 3.X0.131.NAILS 16"O.G.
X14 GAGE STAPLES - 16"D.C.
20d COMMON(IV.0.192)AT32'0.C. FACE NAIL AT TOP AND BOTTOM
3-x 0.131'NAILS AT 24'O.C. STAGGERED ON OPPOSITE SIDES
3'14 GAGE STAPLES AT 24'O.C,
14.BUILT-UP BEAMS 2_2ptl COMMON(4'x 0.1929
3-3'x COM NAILS FACE NAILATENDSANOAT
3-3'14 GAGE STAPLES EACH SPLICE
LOFTED BARN--FL0R1DA--W1ND=160 MPH--FBC 2014
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PROJECTNO: SHEET NUMBER '
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20'-0"MAX LENGTH(10'-0"WIDE)
16'-0"MAX LENGTH(8'-0"WIDE)
I I I I I I I I I I I I I OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 11'-2"WIDE
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CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.(8'&11'-2"WIDE) (TYP) 1
CONT.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'WIDE) YJ s I
(SPLICED JOISTS ARE NOT PERMITTED) "APPROVED"
A PPRO ED"
DOCUMENT
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TYPICAL FLOOR FRAMING PLAN
LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2014
PROJECT NO: SHEET NUMBER
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20'-0"MAX LENGTH(10'-0'WIDE)
4'-0"OR 6'-0"
o PORCH 2x4 STUD WALL TREATED RIM JOIST
4 ABOVE (TVP)
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(REO'D FOR 11'-2"WIDE
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OUTSIDE 06 TRTD SKID
(REQ'D FOR 11'-2"WIDE I
SPAN OF TRTD I I BUILDINGS ONLY)
PORCH DECKING
1
CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.(8'&11'-2"WIDE)
4x6 TRTD POST I 8
ABOVE OSTTYP) CONT.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'WIDE) ¢ e„r P
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DECORATIVE TRIM
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PROVIDE CONTINUOUS I I I I I I I
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AT SIDING HORIZONTAL JOINTS. I I I
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STAPLES AT 12'O.C.(TYP)
I I I
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FRONT ELEVATION VENT.ATTACH PER L/OOR/AND WINDOW LOCATIONS SIDE ELEVATION
MANUFACTURER VARY PER CUSTOMER.
SPECIFICATIONS.(TYP)
II II
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ALUMINUM Z-BAR FLASHING
L 1 —J J AT SIDING HORIZONTAL JOINTS. NOTE:
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ATTACH FRAMING w/1":c3/4' WINDOWS,DOORS,AND TRIM SHOWN ARE CONCEPTUAL.ACTUAL WINDOW,DOOR,AND TRIM
STAPLES AT 12"O.C.(TYP) MAY VARY PER CUSTOMER REQUEST.
I
OPTIONAL DOOR OR WINDOW.
LOCATIONS VARY PER CUSTOMER.
REAR ELEVATION
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ABOVE(TYP) S 32 $32 CONT.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'WIDE)
SPAN OF TRTD (SPLICED JOISTS ARE NOT PERMITTED)
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REFER TO FASTENING SCHEDULE
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— — — — — -0" VARIES ,-0'
SHOP-BUILT ROOF TRUSSES
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FRAMING AT 4 INCHES O.C.AT
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THE END STRIP AT EACH ENDWALL.
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION.
ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM
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°°o° u°�7-�3-� r.eren:�aB,.n,i,•y f,:x�c S:,aroine,ca•.,oa;.rra,tea:e S:a:an SCALE:NOT TO SCALE
%s"OSB DECKING W/ Yle OSB DECKING W/
ASTM D3161 CLASS FOR ASTM D3101 CLASS F OR
ASTM D7158 CLASS H ASTM D7158 CLASS H
ASPHALT SHINGLES OR ASPHALT SHINGLES OR
29-GAGE METAL ROOFING 29-GAGE METAL ROOFING
SHOP BUILT TRUSS @ 24"O.C. SHOP BUILT TRUSS @ 24"O.C.
(MATCH STUD SPACING) %s"OSB DECKING @LOFT AREAS. (MATCH STUD SPACING) 78'OSB DECKING @LOFT AREAS.
SEE SHEET S2.2 FOR SEE SHEET S2.2 FOR AT
ADD'L INFORMATION. FASTEN TO LOFT FRAMING ADD'L INFORMATION. FASTEN TO LOFT FRAMING
6"O.C.AT EDGES AND IN THEE FIELD. 6"O.C.AT EDGES AND IN THE
FIELD.
REFER TO FASTENING SCHEDULE. REFER TO FASTENING SCHEDULE.
PROVIDE CONT.METAL PROVIDE CONT.METAL
DRIP EDGE AT EAVES DRIP EDGE AT EAVES
AND GABLE ENDS. a AND GABLE ENDS.
REF.DETAIL 3/S-3.0(TYP) REF.DETAIL 3/S-3.0(TYP)
w
2x4 STUDS 2x4 STUDS
m o @ 24"O.C. 2x4 LOFT JOIST @ 24"O.C.(B'WIDE) @ 24"O.C. 2x6 LOFT JOIST @ 24"O.C.
2x6 LOFT JOIST @ 24"O.C.(10'WIDE)
c` %'T1-11 SIDING, ? %"T1-11 SIDING,
LP SMARTSIDE sir TREATED PLYWOOD to %"LP SMARTSIDE °TREATED PLYWOOD
PRECISION SERIES FLOOR DECKING.FASTEN PRECISION SERIES (4)4x6 TRTD SKID FLOOR DECKING.FASTEN
190 SIDING,OR TO FLOOR FRAMING AT 190 SIDING,OR TO FLOOR FRAMING AT
29 GA METAL SIDING W O.C.AT EDGES AND IN 29 GA METAL SIDING 6°O.C.AT EDGES AND IN
THE FIELD.REFER TO FASTENING THE FIELD.REFER TO FASTENING
SCHEDULE FOR ADD L INFO. "'1tD SCHEDULE FOR ADD'L INFO.
w o (2)4x6 TRTD SKID t 5�° 2x4 TRTD FLOOR JOISTS t 5'-4"
@ 16"O.C.MAX(8'WIDE)
0 8'-0"OR 1 D'-0" 2x6 TRTD FLOOR JOISTS
2x4 TRTD FLOOR
@ 16"O.C.MAX(10'WIDE) 11'-2" Ij
�m
JOISTS @ 16°O.C.MAX I;
WOR 10'WIDE 11'-2"WIDE !
NOTES FOR METAL WALLIROOF PANELS:
1)RIBS OF METAL WALL PANELS RUN HORIZONTALLY. NO! 4
2)METAL PANELS ARE TO BE ATTACHED TO WOOD FRAMING sys ? ' '� jare
IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3. �1�'
3)METAL PANELS ARE TO BE SCREWED TO RIM BOARDS @ 9"O.C. DQ 13 IM FE d vl T '
NOTE:REFER TO FASTENING SCHEDULE ON SHEET S-0.1 BUILDING SECTION
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
1
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LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2014
PROJECT NO:
plat)H SHEET NUMBER
\ YI
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ROOF TRUSS
ROOF TRUSS
REFER TO DETAIL 5 ON 2x4 STUDS @ 24"O.C. REFER TO DETAIL 5 ON REP DETAIL @1/53.O.C.
SHEET S3.1 FOR STRAP
SHEET S3.1 FOR STRAP REF DETAIL 11S3.3 ATTACHMENT.(TYP)
ATTACHMENT.(TYP) rli
2x4 TOP PLATE
2Yz"-20 GA METAL 2Yz"-20 GA METAL
BRACING STRAP BRACING STRAP ATTACH STRAP TO EACH
REQUIRED FOR 2x4 TOP PLATE REQUIRED FOR STUD WI(2)8d NAILS MIN.
METAL WALL METAL WALL (TYP)
SIDING ONLY(TYP) 4'-0"MAX SIDING ONLY(TYP)
OPENING 6'-0"MAX OPENING
REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT:(TYP) ATTACHMENT.(TYP)
8'WIDE FRONT ENDWALL 11'-2"WIDE FRONT ENDWALL
ROOF TRUSS (10'WIDE SIMILAR)
ROOF TRUSS
2x4 STUDS @ 24"O.C. 2x4 STUDS @ 24"O.C.
REFER TO DETAIL 5 ON REF DETAIL 1/S3.3 REFER TO DETAIL 5 ON REF DETAIL 1/S3.3
SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT.(TYP) 2x4 TOP PLATE ATTACHMENT.(TYP) 2x4 TOP PLATE
OPTIONAL WINDOW
3
2Y"-20 GAMETAL 6"WIDE MAX(TYP) 2yz"-20 GA METAL
BRACING STRAP BRACING STRAP
REQUIRED FOR ATTACH STRAP TO EACH REQUIRED FOR ATTACH STRAP TO EACH
METAL WALL STUD W/(2)8d NAILS MIN. METAL WALL STUD W/(2)8d NAILS MIN.
SIDING ONLY(TYP) (TYP)
SIDING ONLY(TYP) X (TYP)
REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON I
SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT.(TYP) y5 ATTACHMENT.(TYP)
8'WIDE REAR ENDWALL 11'-2"WIDE REAR ENDWALL
(10'WIDE SIMILAR)
LOFTED BARN-+L0RlDA--WlND=160 MPH--FBC 2014
PROJECT NO:
c _ SHEET NUMBER
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DATE: 07-21-2015
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PORTABLE BLE B U 1 LD I N Gi 5 REVISION: SCALE'NOT TO SCALE
'
GENERAL NOTES: 2x4 TRUSS 2x4 TRUSS
MEMBER(TYP) 2x4 TRUSS MEMBER(TYP) 4 6.. 2x4 TRUSS
1.REFER TO SHEET S-0 FOR DESIGN LOADS. 2=>p.. PLATE (TYP) PLATE (TYP)
2.MAXIMUM TRUSS SPACING=24"O.C. ro o
o
3.TRUSS TOP CHORD SHALL BE BRACED W/STRUCTURAL WOOD a7 �� �W
l
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. a i% `* m 's
4.ALL TRUSS MEMBERS ARE TO BE SPF#2 OR BETTER. SEE NOTE 10 0' SEE NOTE 10 ———
5.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20) I 8'-0"
PRESSED IN PLACE EACH SIDE OF TRUSS. -- ----- '
6.REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE MAX REACTIONS MAX REACTIONS
PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 HORIZ: 122 LBS. HORIZ: 127 LBS.
COMPONENTS AND CLADDING WIND PRESSURE. UPLIFT: -195 LBS. UPLIFT: -278 LBS.
GRAVITY: 216 LBS. GRAVITY: 297 LBS.
7.DEFLECTION MEETS U240 LIVE LOAD AND U180 TOTAL LOAD.
8'WIDE LOFTED BARN TRUSS 11'-2"WIDE LOFTED BARN TRUSS
8.LOAD DURATION ADJUSTMENT FACTORS:
LIVE:1.25
WIND: 1.60 .i
9.REPETITIVE MEMBER INCREASE:1.15 2x4 TRUSS i.
MEMBER(TYP)
10.HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS. 3=gyp " 2x4 TRUSS j
REFER TO SHEETS 5-2.0 AND S-3.0 FOR LOFT JOIST SIZE,AND y PLATE (TYP) 4
ATTACHMENT INFORMATION.
o
�� --- SEE NOTE 10 --_ I3OMMENT
i
MAX REACTIONS
HORIZ. 121 LBS.
UPLIFT: -250 LBS.
GRAVITY: 270 LBS.
10'WIDE LOFTED BARN TRUSS
I
LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2014 i
PROJECTNO: SHEET NUMBER
i DATE: 07-21-2015
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ATTACH T1-11 OR %"OSB DECKING.
LP SIDING Tl WALL ATTACH LOFT JOIST REF S2.0 FOR
FRAMING W/8d NAILS CONT.2x TREATED RIM BOARD TRUSS ATTACHMENT.
@ 6"O.C.IN FIELD W/3"NAILS @ 6"INTO BRIDGING (5)10d 0d NAILS MIN
N
&ALONG EDGES. &(3)3-NAILS TOENAILED INTO SKIDLOFT JOIST
(SPACE NAILS AT FLOOR JOIST (4)3"TOE NAILS METAL DRIP EDGE.
3"O.C.ALONG PANEL' INTO SKID ATTACH TO ROOF
EDGES AT ENDWALLS) .- - w/1"x%4"STAPLES
(3)3"NAILS w oa @ 12"O.C.
THROUGH `,
BOTTOM PLATE � r�y�{(�16�g
; SIMPSON MTS16
INTO EACH STUD T� 3,p. ,.
,N)cuMzo�n f STRAPMI )IN E x H
3"NAILS @ 8" CONT.2x4(RIPPED) NAILS(MIN)IN EACH
) END OF THE STRAP
U w/(2)3"NAILS INTO AT EACH TRUSS.
EACH TRUSS
CONT.2x4 TREATED BRIDGING o SKID
W/(5)3"NAILS IN EACH SKID Zai TOE NAIL TRUSS/JOIST
(3)3"NAILSz TO TOP PLATE WI 2x4 TOP PLATE
(4)10d NAILS MIN
1-TYPICAL DETAIL 2-FLOOR JST TO SKID DETAIL 3-LOFT EAVE DETAIL
#10 x WOOD SCREW TOP PLATE ENDWALL HEADER FOR
SI 2x4(TYP)
EACH SIDE OF EVERY MAJOR ROOF TRUSS 3"NAILS @
RIB. ALIGNED WITH 8"O.C. SIDEWAGL HEADER FOR
STUD ON ONE OPENINGS UP TO 4'-0".
\ SIDE OF WINDOW
(2)2x4 w/1/16"OSB
FLITCH PLATE
NOTE: (1)2x4,FLAT NOTE: SIDEWALL HEADER FOR �
FASTENING PATTERN AT ENDLAP OPENINGS UP TO 6'-0".
ALL MEMBERS ALL MEMBERS
#10 x 1Ye WOOD SCREW ARE 2x4ARE 2x4,UNO
ONE SIDE OF EVERY MAJOR (2)2x6 GH OSB
OR
RIB FLITCH PLATE SIDEWALL HEADER
38"MAX (3)3"NAILS 25"MAX FOR OPENINGS
(TYP) UP TO 8'-0"
NOTES: g
1.PROVIDE 2x4 CRIPPLE SND UNDER EACH END OF
STUD HEADER.NAIL TO ADJACENT STUD PER FASTENING
FASTENING PATTERN AT INTERIOR OF PANEL SCHEDULE.TYPICAL AT ALL OPENINGS.
2.SEE FASTENING SCHEDULE NOTE#14 FOR FASTENING
DETAIL @ENDWALL OF HEADER ASSEMBLIES,LINO.
4-METAL PANEL FASTENING DETAIL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE {
1
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E NOTE: REFER TO FASTENING SCHEDULE ON SHEET S-0.1 FOR ATTACHMENT PROJECT NO: SHEET NUMBER
INFORMATION NOT NOTED ON THIS SHEET.
I - i�- DATE: 07-21-2015
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ROOF TRUSS TOP PLATE CONT.2x VARIES(SEE PLAN)
(TYP) JOINT
TOP PLATE
2x4 SPLICE TREATED 2x4 x 6'-W LONG
(10)8d NAILS PLATE SPLICE PLATE CENTERED
EACH SIDE ON SPLICE,EACH SIDE OF
OF JOINT TREATED 4x6
STUD SKID w!2 ROWS 10d NAILS SKID
(TYP) .24" MAX 24" MAX @ 4"O.C.STAGGERED
1-WALL TOP PLATE SPLICE DETAIL 2YZ'-20GASTEEL STRAP. 2—SKID SPLICE DETAILS
WRAP AROUND JOIST&
ATTACH TO JOIST
SIMPSON MTS16 OCUP
YzKENT
STRAP w/(7)10d x 1Yz" %6"OSB DECKING. EACH SIDE OF JOIST.
NAILS(MIN)IN EACH REF S2.0 FOR
END OF THE STRAP ATTACHMENT. TOP PLATE
AT EACH TRUSS.
WRAPAROUND 2Yz"-20 GA STEEL STRAP.
PORCH HEADER. LOFT JOIST WRAP OVER WALL TOP PLATE.PROVIDE(3)8d 3"NAILS 2x4 STUD
NAILS INTO TOP OF PLATE. @ 8"O.C. (END WALL)
PROVIDE(5)10d NAILS MIN j
INTO STUD/SIDE OF PLATE. (2)2x4 STUDS
(SIDE WALL)
PORCH POST BEYOND. 2x4 TOP PLATE EXTENDED
REF DETAILS ON FROM BUILDING
SHEET S3.2 FOR
ADD'L INFO. 2x4 TRTD BEAM ATTACHED TO
EXTENDED TOP PLATE. (2)3"NAILS
REF.FASTENING SCHEDULE .. AT 8"O.C.
FOR ATTACHMENT. STUD �I
NOTE:REFER TO 3/S3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL
3-PORCH EAVE DETAIL SCALE=1Yz"=1'-0" SCALE=1Yx"=1'-0" I
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LOFTED BARN--FLORIDA--WIND-160 MPH--FBC 2014
w NOTE: REFER TO FASTENING SCHEDULE ON SHEET".1 FOR ATTACHMENT .. PROJECT NO: SHEET NUMBER
INFORMATION NOT NOTED ON THIS SHEET.
DATE: 07-21-2015
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SIMPSON MTS16 SIMPSON MTS16
(2)%e".x 6"LAG STRAP.REF 3/S3.1 STRAP.REF 3/S3.0
SCREWS THROUGH (TYP) (TYP)
TOP PLATES INTO ROOF TRUSS
4x6 P.T.POST (TYP)
%"P.T.PLYWOOD
CEILING AT PORCH
ONLY. (2)%e"x 6"LAG LOFT JOIST
4x6 P.T. SCREWS THROUGH (TYP)
POST TOP PLATES INTO
46 P.T.POST
P.T.1x PORCH BOARDS
w/(2)3"NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST
2x4 TRTD BEAM ATTACHED TO TOP PLATE EXTENDED
4x6 P.T. EXTENDED TOP PLATE. CUT CORNER TO PORCH POST
REF.FASTENING SCHEDULE STUDS SHORT
POST FOR ATTACHMENT. TO SUPPORT
(6)3"NAILS(MIN) PORCH BEAM
FROM END JOIST 4x6 P.T.SKID
INTO CORNER POST
P.T.1x PORCH BOARDS SOLE PLATE
1-CORNER PORCH POST DETAIL EACH FLOOR INTO STUD WALL (�P)
4x6 P.T.
POST P.T.1x PORCH BOARDS
w/(2)3"NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST 4x6 P.T.SKID
REF DETAILS 1&21S3.2
FOR POST BASE
ATTACHMENT FLOOR JOIST
(6)3"NAILS(MIN) PORCH VARIES(SEE PLAN) (TMP)
4x6 P
FROM JOIST P.T.SKID e
INTO POST 16
NOTE:REFER TO DETAILS 1/S3.2 AND 2/S32 FOR INFO NOT SHOWN.
NOTE:REFER TO 1/S3.2 FOR INFO NOT SHOWN.` y
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2-INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION V
LOFTED BARN--FL0RlDA--WlND=160 MPH--FBC 2014
F ` ' - NOTE: REFER TO FASTENING SCHEDULE ON SHEET S-0.1 FOR ATTACHMENT PROJECT NO: SHEET NUMBER
INFORMATION NOT NOTED ON THIS SHEET DATE:
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ROOF TRUSS
3/,B"OSB ROOF
DECKING
2xA STUDS(FLAT)
@ 24"O.C.TOENAIL
Tp TRUSS T.C.w/
(2)3"NAILS
CONTINUOUS
ALUMINUM Z-BAR LOFT JOIST
FLASHING AT
HORIZONTAL SIDING
JOINT.ATTACH TO r2X4
4 TOP PLATE
TAMING w/1")0/47
STAPLES @ 12"O.C.
STUDS
SIDING(TYP) 4"O.C.
1-TYPICAL END WALL DETAIL
WPM
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•^" INFORMATION NOT NOTED ON THIS 66HEET. DATE:
07-21-2015
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