HomeMy WebLinkAboutEngineering RECEIVED MAY 2 5 2017
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES:
1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER.
SUBMITTED SEPARATELY.
SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALLUVIAL FILL.
2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE. 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.
3.WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEEDS:(2014 FBC FIGURE 1609C)
Vult=120 MPH
Vu
lt=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.
Allft JMMY
5.WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR ffmF
DETERMINATION OF THE SITES SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE.IT IS THE
PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
THE STRUCTURE. FILE Cu
6.TIE-DOWNS AND EARTH 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.
°"' 'N"""" ---, MASTER ANCHORING PLANS-FLORIDA-FBC 2014
'o ,_
• Na77209_;,k
PROJDATE:- No: SHEET NUMBER
•'s• STATE (Qj
DATE 07-21-2015 ��
Wea"ther
� �'°� DRAWN BY: KLN
CHECKED BY: KLN s
,,''"""1Zlll.. G",_��° PO RTA B L E BUILDINGS REVISION: SCALE:NONE
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION.PLACE W/GRAIN RUNNING 20 GA.x 1Ye'WIDE GALVANIZED
VERTICALLY.ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
W/(6)10d NAILS MIN. ATTACH TO ANCHOR W/SLOTTED
ATTACH ANCHOR TO
RIM BOARD WIyZ 0 BOLT PER MANUF.SPECS.
'
BOLT W/WASHER
(GALV.)
N
REFER TO SCHEDULE (((ERTOHEDULE
FOR ANCHOR MFO. R INFO.
FINISH. FINISH OUTSIDE
GRADE GRADE SKID(TYP) /
1-BOLTED EYE ANCHOR DETAIL �e� 2-TYPICAL ANCHOR W/STRAP DETAIL
OUTSIDE
20 GA.x 1Y4'WIDE GALVANIZED SKID(TYP)
STRAP EXTENDED OVER SKIDS.
f
ATTACH TO ANCHOR W/SLOTTED �� --R�,COMMENDED
BOLT PER MANUF.SPECS. ❑ z �_ �� �c R—SCHEDULE
CONCRETE SLAB %V or-
TIE
TIE DOWN ANCHOR. FINISH :D O v SOIL
REFER TO SCHEDULE GRADE 4-o w�� CLASS ANCHOR DESCRIPTION
FOR SPACING(TYP) IL j Si"0 ROD x 48•LONG w/(1)6'HELIX
%'0 ROD x 48'LONG.w/(1)6'HELIX
4a %"0 ROD x 48'LONG w/(2)4'HELIX
EYE ANCHOR-%B'0 ROD x 48'LONG w/(1)6'H
EYE ANCHOR-WO ROD x 48•LONG w/(1)6•HELIX
REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
DESCRIPTION.
ATTACH ANCHOR TO \ CONCRETE SLAB ON
CONCRETE W/%DIA. GRADE BY OTHERS.
EXPANSION BOLT W/ 4'MIN
3'EMBEDMENT(TYP)
3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL
.rENS." """" - MASTER ANCHORING PLANS FLORIDA FBC 2014
0 4 __ __
* Na77209_•i
PROJECT NO: SHEET NUMBER
.�+
srA�rE � DATE o�-21-2o1s
�o>F
%��,,,', ,OR�V ,•,,��,`,`� Weathq-=-- r G) CHEC ED BY: KILN S-11-AP—R.
21-/S PORTABLE BUILDINGS REVISION: SCALE:1°=1'-0
SCHEDULES FOR GROUND ANCHORS W/STRAPS
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-V 12'-V 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 - - - -
10'-0' 2 2 2 3 3 3 - - -
11-2' 3 3 3 1 3 3 3 3 3 4
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
N
NUMBER OF ANCHORS EACH SIDE OF BUILDING
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 -3 3 3 3 4 4 -
- 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'I 17-0' 14'-0- 16'-0- 18'-0' 20'-0- 22'-0- 24-0' 28-0- 28'-0' 30'-0' 32'-0-
8'-0' 4 4 5 5 - - - -
1070- 4 4 4 4 5 5 - -
11'-2' 4 5 5 5 5 6 6 7 7
00 '�1N°"K *-- MASTER ANCHORING PLANS-FLORIDA-FBC 2014
No.77209 yt
PROJECT No: SHEET NUMBER
'[�p VSTA�� ATE 07-21-2015
';.'cokko ; ��` DRAWNev: KLN
•p,,,, Weather i CHECKED BY: KLN 8-1.1-AP-FL
"4u, �a•P7-Z,-is PORTABLE BUILDINGS �e� REVISION: SCALE:
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 - -
10'-0' 2 3 3 3 4 4 1 -
11'-2' 3 3 3 3 4 4 4 4 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 12'-0- 14'-0- 16'-0- 18'-0- 20'-0- 22'-0' 24'-0" 26'-0' 28'-0- 30'-0" 32--o-
-V-0° 4 ' 4 5 5 - I - - - -
-0' - -
10' 3 4 4 4 5 5 - - -
11'-2' - 4 5 5 5 5 6 6 1 7 1 7
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 12'-0' 14'-0' 16'-0' 18'4" 20-0' 22'-0- 24'-0' 26-0' 28'-0- 30'-0- 32'-0-
81-0' 5 5 6 6 - - - - - - -
10'-0' 4 5 5 5 6 6 -
11'-2' - - 5 6 6 7 7 8 8 8 9
° .... % MASTER ANCHORING PLANS--FLORIDA-FBC 2014
�No.77209
�•�(� _ PROJECT No: SHEET NUMBER
ZQ� SPATE DATE 07-21-2015 S-1
1 Ua t h e r i n
''•,,,,0� KDRAWN BY: KLN —R.
� �J`�� C' CHECKED BY: KLN
�Ojhlh°j „of 2L/s PORTABLE BUILDINGS RECISION: SCALE:
SCHEDULES FOR EYE ANCHORS W/ t" DIA. BOLT
ANCHORING FOR UP TO 110 M.P.H. WIND SPEED,EXPOSURE 18"
BLDG NUMBER OF ANCHORS EACH SIDE a S s a
j. WIDTHKAX 10'-0' 12'-0' 14'-0' Ib'-0' 18'-0' !20j'-0* 22'-0' 24.0• 26'-0' 28'-0' 30-0' 32'-0'8'-0' 10'-7• 2 3 3 3 3 4 4 4 4 4 5 10'-0' 14'-6' 2 2 2 3 3 3 H-3L,
3 4 4I!'-2• 15'-5' 2 2 2 3 3 3 3 3 3 4 Qo?3
a,
ANCHORING FOR III TO 130 M.P.H. WIND SPEED,EXPOSURE "B"
NUMBER OF ANCHORS EACH 51DE
BLDG
! WIDTH 5PAG1�ltC� 10'-0' 12'-0' 14'-0' 16'-0• l6'-0`j20'-0- 22'-0' 24=0' 26'-0' 28'-O' 30'-0' 37-0' EN
s 8-00 4'-5' 3 3 4 4 4 5 5 5 6 6 6 1 �,`�?• oC3 222••• ,,-
10 3 4 4 4 4 5 5 5 5 *:• '
2' 6'-3' 3 3 3 3 4 4 4 4 4 5 5 5 o *i
ANCHORING FOR 131 TO 160 MP.H.WIND SPEED,EXPOSURE 'B TATE OF
y BLD6 oiVgl.�a�
NUMBER OF ANCHORS EACH SIDE hells �
, 1
' WIDTH 5PAGWi 101-0• 12'-0• !4'-0' !b'-0• W'-O• 20'-0• 22'-0' 24'-O• 26'-0• 20'-0' 30'-0' 32'-0• ' r
8'-0' 3'-7 4 5 5 6 _6 1 8 8 4 4 t0 !O
! IO'-0• 4'-11' 4 4 4 5 5 6 6 6 1 7 8 8
II'4' 4-1I• 4 _2._L_ 5 5 6 6 6 7 7 B 8 $ o
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ANCHORING FOR UP TO 110 M.P.H.WIND SPEED,EXPOSURE "C" u
s. BLDG NUMBER OF ANCHORS EACH SIDE y�
WIDTH S,ACt 10'-0• 12'-O' 14'-0• 16•-0' IW-O• 20'-0• 22'-0• 24•-0' 26•-0• 26'-O' 30•-0• 32'-0- (i _
r u
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'' t0-0• !O'-7' 2 3 3 3 3 3 4 4 4 4 5 5
i II'-2' II'-I' 2 3 3 3 3 3 3 4 4 4 4 5
ANCHORING FOR III TO 140 MP.H.WIND SPEED, EXPOSURE "C" ` ' �` PAW
r BLDG NUMBER OF ANCHORS EACH 51DE
1 WIDTH SPA"tIxG 10'-0' t2'-0' l4'-0' 16=0' !8'-0• 20'-0• 22'-0' 24'O• 26•-0.128'-0• 30'-O• 32.O• 0
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HOLES, A-4
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5 OF 0
IL
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SCHEDULES FOR EYE ANCHORS W/ 111 DIA.BOLI
D 34222
F -
s' ANCHORING FOR 14110160 MP.H.WIND SPEED,EXPOSURE"C" '-vol. TPTE OF.40
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NOTES:
I. REFER To NOTE ON 6FZM AWHOR SCHEDULE ON SHEET
io 34222
A-10 FOR REGUIREI-TNTS OF STABILIZER PLATES TIE DOM EMINEERIN&*4141
2. REFER TO GROUND ANCHOR%4tVULE ON SHEET A-10 FOR vola r.SLOT STRAP WCKLC
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y P.T.SOLE PLATE CONT. Q
}� 1• P.T.FLOOR JOIST 02
Q s`
FINISH 4x&P.T.SKID �
. . � •����
}
111=111 Ll' • _ HIM
TIED"AtrLripR 0"020 III-I I 1-
EW TIED"ENGINEERING WITH 5/I>' • •.- ,r- 4�
WHEN EX15TIItS CONCRETE PAD OF 3-V2*15 ,� S A.
x 7•HILTI fKIKITEN BOLT 3 EL 51t+x�OV s USED 13Y TIE PROPERTY on ER AN J '• .
i 5/Ij•z b'TITEN FD MODEL IT—T�T-- —� .j �(.EfYg•• i�
4 ADDITIONAL W MWER.PIATUNG OF THE PAD F•':
aTHDb?BOON W/STRAP WRAPPED I-I+I—III—I �—PUTH 2 05 REBARs RlliMNG CONT SHALL BE *t o 34222
a PER MAt`1JFAGTURER5 ADDED IN ORDER FOR 71E ANCHOR BOLT
BSPECIFICATIONS AROUND SLOTTED TO 13E EM=DED A MIN.OF 5 3/4' _n• # 1 •�
STRAP TO ANCHOR '90�• TATE/OF �v+
n ALTERNATE ANCHORINS DETAIL TO SLAB --;F IDA''
SOALE.VV s P-0- �i IONAL.
Z ; f •
m
r. 5PACIN6 PER S z
M CHART ON b Q
t; SHEET A-3 9 r
L �IILDING m D yy� O
p4jY Z
WIDTH B
n =P
START V
HERE o d
°� � fLRI @Y DALE
4 EDGE OF
it CONCRETE
` DAT6
�i
START ANCHOR SPACING PER CHART ON DRN B►. IDA
ti HERE SHEET A-3 CrK -
y}e 5L/J-E A5
li ANCHOR TO SLAB ND.ND: 5i76.Ot9
2 PLAN VIEW '
ii
i� t0 OF II
AROUND ANCHOR SCHEDULE OPTIONAL PAD SCHEDULE FOR ALL WIND SPEEDS AND a.'.
z 70$
iw r!4
PART DESCRIPTION 5011 EXPOSURES x
s GLASS BLDG NUMBER OF PADS BY LENGTH UNVIER EACH SKID r3 A
sqow' SqO&!/ 48'x5/8'ROD WITH(1J b'HELIX 4A wIDT�I t0'-0' I2'-0' 14'-0' Ib'-0` I8'-0' 20'-O' 22'-0' 24'-0" 26'-O' 28'O' 30'-0" 32'-0' dL'`�F54/ 48`x 3/4'RDD MOTH Q)b'HELIX 4A8'-0: 2 3 3 3 3 3 3 4 4 4 4 $$10-0 2 2 2 2 3 3 3 3 3 3 3 3 � ���42'x 3/4'ROD KTTI(2)4'HELIX 4A 2 '
IP-2• 2 2 2 3 3 3 3 3 3 3 3 4 wu• i�
M1483/4 48'x 3/4'ROD WITH(2)4•HELIX 4A �S A. 0,
a ,
rd M12064 36`x 3/4•ROD WITH(U 4'HELIX,AW(U b'FELIX 4A
f �•� `GENF•,� ,,r~
s» ;*.• 0 34222
WA EYE ANCHOR-48'x 5/8'WITH(U 6'HELrX 4A
r :
WA EYE ANCHOR-48'x 3!4'MOTH(IJ 6'FfttX 4A TATE OF
in
%0fi ! !4,�• ��
Mboi 60'x 314`Wlm dJ T•HELIX lx 48
's
.....k
' ONALtia+ d
y WA 59040 EYE ANCHOR-60'x 3/4'WITH(1)8"HELIX 4BYARrES
EXAMPLE DRAWING 15 24'-0"
L NOTES, -
I ittZINC,PLATE ARF OPTIONAL EXCEPT I, N REWIRED BY LOGAt MISVIGTION OR ATI i d).
1. TIE REC l*--E fiJATION OF THE AW,HOR 11- 1 AGTMER IN THE STATE FOR WIIGH THEY ARE a
Y. USED.WREN STABILIZER PLATES ARE REWIRED IN ANCHORING.STABILIZER PLATE5 SAAB.
w
BE USED AT EACH ANCHOR LOCATION.USE TIE-VOM EtYsOLERINC�PART o 54286 OR EGVAL. n a
(r 2. ALL APPROVED AKHOR5 LISTED ABOVE ARE~ALTURED BY TIE DOM ENGINEERJHS. ��� p
?: 3. THE CONTRACTOR MAY USE AN APPROVED EOUIYALENT MOTH APPROVAL FORM THE EOR. p1 SFT ARWALL i ••
4. IF SOIL CLASSIFICATION 15 UhOCNOn1�GEOTEC+NIGAL REPORT SHALL BE PROVIDED FOR OR ANCHOR TO p�
USE KORST CASE SOIL C.ONDMOW7,40,MOZN DETERMINING AW.,HOIZ MODS AND SPAC M� 1 ANCA O tb"xtb"x4`Gt7NG.PAR OR(2}8`xtb x4' BE PLAL ED u�
S TO USE. da BED GONG.PADS(iY?2 HERE a
► HERE
b $=4
ACE
r
� � I SY(2nt4z)
5W1
4x6 SKID p,. _p,. III REV BY DATE
k�� El I
D 9 A 10 II'-2'SID MY 4 SKIDS
r ILaOPTIONAL 51.OGkiNG- PLAN vArE
_ 5 SCALE:v4'-r'-0' aux Uri tQ
X*
16x16 "KA-PAD (2)I6xb NOMINAL PADS CONCRETE PADS ARE OPnGNAL. SSCALE.. ,ts lrnen
� t
DETAIL z DETAIL 2. D+r�HORS S E RE ARE MIR(4t. Ko.Ho, Szaol3
A-IQ SGA+8--V2'Q I'-0' �A-S0�SCALE.112--1'-O- 3. REFMIT ARE REQUIRED MIN(4)PER t�A-4 FOR
(U 61 EACH CORNER SklF CHEM L ON
4; q, REFER TO SCHEDULES ON SHEET A-3 d A-4 FOR ANCFIOR SPACING AND 5GH-c0ULE5 ON 5FLET
THIS;+ 5. SPACE OPTT IONAL PADS EQUA.LY,FOR OPTIONAL PAD OGATTOH A-10
f n t>FI(iItt
Wa'rbganal Design.and gnsl2ealon
501 North Jackson Ave.Suite 2
Byars 0u lding
Russellville,.AL 35653
July 24, 2015
Mr.Jim Richmond
Florida Department of.Business and Pro r'essional.Regulation
Manufactured Building Program
1940 North Monroe Street.
Suite 90A
Tallahassee, Florida 32399-0772'
RE: Plan Approval: Residential Lawn,Storage Shed
Mahufacturer:Weather King Portable Buildings
Plan.Number/Narne:..Lofted Barn
Dear Mr. Richmond,
Pursuant to the reeclpirements of the Florida Dep.artrnent of Busihess and Professional
Regulations,the above referenced documents have been reviewed for connpliance wlth:
2014 FBC, 5th Edition
2011 NEC(N FPA 70)
These plans complywith Florida Product Approval Rule 61620-3.006,(FAC).
A signed and sealed set of plans are maintained on file in-the Third Party Agency office of
National`aesign and Inspection.
All mandatory comments have been satisfied and plans are;approved for construction lay a.
modular building manufacturer that:is currently approved lythe Department of Business and
.Professional Regulations.
If you have any questions orxecluire my-assistance in any way, please.do not hesitate to contact
me.
Respectfully suhroitteel,
COPY
John Farinelli, CBO, MCP,SMP49
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD (APPROVED"
HICKORY, KY 42051 DOCUMENJ►
GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS:
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.ALL ROOF DECKING IS TO BE%'O.S.B. 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAYBE SUPPLIED AND
THE 2014 FLORIDA BUILDING CODE(FSC). 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 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 FORTHESE ITEMS.
MANUFACTURE. 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED FLOOR:40 PSF
SYP N2,OR BETTER LOFT:10 PSF 1.THE FOUNDATION AND TIE-DOWN SYSTEM
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. ROOF:20 PSF
19.ALL WOOD FRAMING IS TO BE TO BE SPF 02 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 I)AND SHOULD NOT BE ULTIMATE DESIGN WIND SPEED: 3.ELECTRICAL SERVICE HOOKUP
USED FOR.HUMAN HABITATION. 14.ALL FLOOR DECKING IS TO BE%'TREATED PLYWOOD. (2014 FBC FIGURE 1609C)
UN-TREATED TSG PLYWOOD FLOORING MAY BE USED Vull=160 MPH
5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE iA WHERE THE BOTTOM OF THE FLOORING IS OVER 18'ABOVE NOMINAL WIND SPEED,V9sd=124'MPH
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I THE GROUND. RISK CATEGORY
STRUCTURES PER FIGURE 1609C OF THE 2014 FBC. EXPOSURE CATEGORY C
15.ALL SKIDS ARE TO BE 4x8 PRESSURE TREATED, INTERNAL.PRESSURE COEFFICIENT:
S.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING RATED FOR GROUND CONTACT. GCPI=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 FASTENINGSCHEDULE 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 WINO 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=322,-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 D3161(CLASS F) WALL-ZONE 5=55.8,-74.7 PSF
WITH THE MANDATORY WINDSORNE DEBRIS IMPACT STANDARDS. OR ASTM D7168(CLASS H)OR 29 GA METAL ROOF PANELS.
OF.THE 2014 FSO. 4;CONSTRUCTION TYPE V-S
19.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED.TO
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. .
I :.0 LOFTED BARN
PROJECT MPH--FBC 2014
,
PROJECT NO.
oeT:
07-2
1-2015
SHEET NUMBER
DRAWN BY: KLN S- -} 13-FL
REION: SCALE:NONE
DWeiather
EI
PORTABLE BUILDINGS
"�- ,/ t4ohutu.esclG.ng Ptsaa Esim,ime nm Na Cv6f$ale Sb;Py^^.
ri `
FASTENING SCHEDULE FASTENING SCHEDULE(CONT.)
CONNECTION FASTENING" LOCATION CONNECTION FASTENING" LOCATION
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,�.COfITWVpiia'.]OFA Ta31GD d-mCWeAGN(x7Y.-0JJ,'1 TOEFWL. "APPROVED"
J.mLOAfO11(xK•i-0.,J1� OOC{1fU1ENT
1L RAr7oxroPute a-r.aurNAns TOENAL
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S N OAOE tifARE3 AT x4'O.C.
14.au6.T41P BEAL6 3-xm Fg3abNla•+B.frC')
8=r+a,Jl'NAas TACE N4LAT EM05-AT
3.8'tIOAGEOfAPIE$ F/.CN SHICE
LOFTED BARN
MPH--FBC 2014
? V - PROJECT NO:
SHEET NUMBER
1 - marc >•1 S Plan No m;6::s'^�-..�
DAs07-2
1-2015
Aoavea sr KLN
CHECKo Er: KN
V41- Y_I9 L )
� �' 7•JJ• ' a .n .4nwSxitp;F.pA C.M;FP ,
"1vmFnMSCALE:NONEP®�TM oVIaDIpc
32'-0"MAX LENGTH(11'-Y WIDE)
21Y-0-MAX LENGTH(10'-0'WIDE)
Y> 10'-0-MAX LENGTH(8'-0'WIDE)
C
J I I I I I I I I I I I I I I I OUTSIDE 46 TRTD SKID
(REO-0 FOR 11'-2'WIDE
BUILDINGS.ONLY)
I I I I I I I I I I I I I INSIDE 4.6 TRTD SKID
M I I I I I I I I I I I I I
OUTSIDE 4x0 TRTD SKID
(REDD FOR 11'-2-WIDE
I I I I I I I I I I I I BUILDINGS ONLY)
TREATED RIM JOIST
NDI
CONT.2.4 TREATED FLOOR JOISTS @ 16"O.C.MAX.(6'811'-2 WIDE) INP) •" "
CONT.2x8 TREATED FLOOR JOISTS Q 10'O.C.MAX(10'WIDE) Hr r R�Y j^u
(SPUGED JOISTS ARE NOT PERMITTED) DOCUMENT
TYPICAL FLOOR FRAMING PLAN
V 1 LOFTED BARN-FLORIDA-410=160 MPH--FBC 2014
-._.
v;r PROJECT rw. SHEET NUMBER
DATE: 07.21-2015
DRAWN BY; KW
App.- By Weather
King
yyCCHECKED By-' KLN
`_1rR—
R.
John Fvnre 0
PORTABLE BUILDING 5 REVISION: SCALE:NOT TO SCALE
nr'_f3-/! elnerxvuyirsgtl;..sE.�,rFwrwan�r.r-.�vrn
32'-0'MAX LENGTH(11-2'WIDE)
20'-0-MAX LENGTH(10'-0'WIDE)
4'-V OR 6'A-
PORCH 2x4 STUD WALL TREATED RIM JOIST
q ABOVE (TYP)
3
S�2 OUTSIDE 4x6 TRTD SKID
(REO'0 FOR 11'-2-WIDE
BUILDINGS ONLY)
o6qa INSIDE 46 TRTD SKID
9 ,f
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11'-2 WIDE
SPAN OF TRTD Till I BUILDINGS ONLY)
PORCH DECKING.
48 TRTD POST
CONT.2x4 TREATED FLOOR JOISTS Q 18'0 C.MAX.(8'811'-2 WIDE) NDI
ABOVE(TYP) CONT.2x8 TREATED FLOOR JOISTS Q 16-0 C-
MA%(10'WIDE) "APPROVED"
pp17P`.L)CPtfa
1 (SPLICED JOISTSARE NOT PERMITTED) �T'SOCUtNi1�@PGxICT!
S•32- DOCUMENT
Gli.
TYP
LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL)
LOFTED BARN--FLORIDA-4I0=160 MPH--FBC 2014
PROJECT
SHEETNUMBER
-_ D:ar 7115" -� � _
DATE: 07-21-2015.
�Pf..n No, c z s
Weather Q DRAWN BY: ,{///����' 11
A,yimued'er._..�,..r - ■ KLN V_1�1- B_m
REVISIow. - SCALE:NOT TO SCALE
o F-j. PORTABLE .BUOY®ItVI.�aS
9r-0•MAX LENGTH(1r-2-WIDE)
20'-0-MAX LENGTH(10'-0•WIDE)
TREATED RIM JOIST
4 ( )
OUTSIDE 46 TRTD SKID
(REC'D FOR IV-T WIDE
BUILDINGS ONLY)
F
'rqo; INSIDE 4X6 TRTD SKID
O
x
4
OUTSIDE 4x6 TRI SKID
''� (REO'D FOR 1T-2•WIDE
0 BUILDINGS ONLY)
3 n
SJ1
OPP
2x4 STUD WALL
4X6 TRIO POST ( 2 ABOVE(fYP) CONT.2x4 TREATED FLOOR JOISTS®1W O.C.MAX.(S'811-2'WIDE)
ABC VE(TYp) S-3.2 &32 CONT.2x6 TREATED FLOOR JOISTS®1S-O.C.MAX(10'WIDE)
SPAN OF TRTD (SPLICED JOISTS ARE NOT PERMITTED)
12'-0'MAX PORCH PORCH DECKING
Of.
"APPROVED"
SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL) DOCUMENT
LOFTED BARN-FLORIDA-410=160 MPH--FBC 2014
r -
PROJECT No: SHEET NUMBER
OATE- 07-2
1-2015
S-1.2-0-R.
DRAWN BY: KLN
KLN. we
CHECKED BY:
re t` I�W:+Mb JORn For4nD POfiTABILE BUILDINGS REVISION. SCALE:NOT TO SCALE
"'j-�3-JSgca.nE.a�,err ul'Gruhsawe
32'-0'MAX LENGTH
NOl
DOCUMENT
4•-0., STUD WALL "APPROVED"
ABOVE(TYP)
3
S�2 OUTSIDE 4x8 TRTD SKID
Y INSIDE 4.6 TRTD SKID
tr
- OUTSIDE 4*6 TRTD SKID
SPAN OF TRTD
PORCH DECKING
pJ.0lS.T4x8 TRTOPOST2 ( EATED FLOOR JOISTS g 16'O.C.MAX
ABOVE YP) Sat (SPLICED JOISTS ARE NOT PERMRTED)
DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL)
Yti= --FLORIDA--WIND=160 MPH--FBC 20
LOFTED BARN 14
PROJECT No: SHEET NUMBER
a`, Alr„ti�orcd ._ DATE. 7-2
1-2015
DRAMBY: KL
� h
5 Weather crlEcoev: KLN
S-1.3-LB-R.
POfiTAE3LE B4JIL®fl�1G,5 REVISION: SCALE:NOT TO SCALE
7'13-/5' excc .a: m.Q Pin Esarzune.rv3m csna s a1P<;
- - 1
f
32`-0V MAX LENGTH
Npp��DI�gy�p
"APPROVED"
DOCUMENT
OUTSIDE 46 TRTD SK{O
xvi INSIDE 4x6 TRTD SKID
OUTSIDE 4x6 TRTD SKID
TREATED RIM JOIST
(NPI
CONT.2x4 TREATED FLOORJOISTS @ 12'O.C.MAX.
(SPLICED JOISTS ARE NOT PERMITTED)
LOFTED BARN GARAGE FLOOR FRAMING PLAN(OPTIONAL)
a �J li LOFTED BARN--FLORIDA'—WIND-160 NPH--FBC 2014
FROJECTND:
u(� SHEET NUMBER
Dai 211Daie
y DT•21.2015
} L.i •.�'...� DRAWN Sv: KEN ,///{���, 1.���.{ny¢
U`�•�` ,! a_.. /+�+y��W�y spy+�q® p■�9/q�, �C? KlN V 1��_�sf�R
DYfJahn FYr;net'1 abs�r4 '*Lr 9� 9 N 'J CHECKED BY:
ur��unw 7.} urvJuuv a cL,ns Essvmar ew.,�cwficm.tuv<4 PORTABLE B lA I L D I N G S REVIs1oM SCALE:NOT TO SCALE
I
32'-0'MAX LENGTH(11'-2•WIDE)
20'-0'MAX LENGTH(10'-0'WIDE)
18'-0'MAX LENGTH(S'-0'WIDE)
` iVDf
"APROVED"
O
m
3
— — — _
RIDGE — — — — — FASTEN ROOF SHEATHING TO
FRAMING AT 0 INCHES O.C.AT
EDGES AND IN THE FIELD,UNO.
REFER TO FASTENING SCHEDULE
mFOR ADDITIONAL INFORMATION.
VARIES
SHOP-BUILT ROOF TRUSSES
AT 24'O.C.REFER TO SHEET 5-22 FASTEN ROOF SHEATHINGTO RIDGE
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.
ROOF FRAMING.PLAN ROOF SHEATHING DIAGRAM
--FLORIDA-410=160 MPH--FBC 2014
LOFTED BARN
.' t PROJECT NO: SHEET NUMBER
1 i� GATE:
DT-Y1-2015
RR
.1�—LY—�
KLN 5
�N I
CHECKED OY:
f CJaeaiFarrl Weather King
PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
%a'OSB DECKING Wl %e OSB DECKING W/
ASTM D3161 CLASS F OR ASTM D3181 CLASS FOR
,ASTM.D7158 CLASS H ASTM D7158 CLASS H
ASPHALT SHINGLES OR ASPHALT SHINGLES OR
29GAGE METAL ROOFING 297GAGE METAL ROOFING
SHOP BUILT TRUSS @ 24'O.C. SHOP BUILT TRUSS @ 24.O.C.
(MATCH STUD SPACING) (MATCH STUD SPACING) i
SEE SHEET S22 FOR %e OSB DECKWG@LOFT AREAS. SEE SHEET S22 FOR /io OSB DECI(ING@LOFT AREAS.
��INFORMATION. FASTEN TO LOFT FRAMING AT AODIINFORMATION. FASTEN TO LOFT FRAMING AT
8'O.C.AT EDGES AND IN THE 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
yo• AND GABLE ENDS. AND GABLE ENDS.
$, REF.DETAIL 3153.0(TYP)
REF.DETAIL 315.3.0(TYP)
w'
3
2.4 STUDS _ 2.4 STUDS
�+. 024'0.C. 2x4 LOFT JOIST@ 24'D.C.(8'WIDE). ? @24'O.C. 2.6 LOFT JOIST@ 24'O.C.
aD
2410'-10'
6 LOFT JOIST 24'O.C.(10'WIDE)
%'T1-11 SIDING, i7 %'T1-N SIDING,
LP SMARTSIDE •TREATED PLYWOOD In %'LP SMARTSIDE �B TREATED PLYWOOD
PRECISION SERIESLOOR DECKING.FASTEN PRECISION SERIES (4)4x6 TRTD SKID FLOOR DECKING.FASTEN
190 SIDING,ORO FLOOR FRAMING AT 190SIDING.OR TO FLOOR FRAMING AT
29 GA METAL SIDING .O.C.AT EDGES AND IN 29 GA METAL SIDING 6'O.C.AT EDGES AND W.
HE FIELD.REFER TO FASTENING vlao THE FIELD.REFER TO FASTEMN
ICHEDULE FOR ADD'L INFO. SCHEDULE FOR ADD'L INFO.
W o (2)4.6 TRTD SKID I. 2W TRTD FLOOR JOISTS
AAA"`
e 3 ®1st D.C.MAX(8'WIDE)
3 b 8' 2.6 TRTD FLOOR JOISTS 214 TRTDFLOOR
" = @16.O.C.MAX(10'WIDE) 11'-2* JOISTS@16.O.C.MAX
WOR 10'WIDE 11'-T WIDE
NOTES FOR METAL WALURGOF PANELS. IY 1
"1)RIBS OF METAL WALL PANELS RUN HORIZONTALLY, IYt+f
2)METAL PANELS ARE TO BE ATTACHED TO WOOD FRAMING 0�A1„PP/�RO�Vp�•ED"
IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3)METAL PANELS ARE TO BE SCREWED TO RIM BOARDS @ 9.O.C. DOCUMENT
li�iVil��
NOTE REFER TO"FASTENING SCHEDULE ON SHEET S-0.1 BUILDING SECTION
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
- : --FLORIDA-4I0=160 MPH--FRC 2014
LOFTED BARN
PROJECT NO: SHEET NUMBER
4�' E Oaie 1 RV s Mao No-�-e ? r:+a ` DATE 07-21-2015 //`,�� I (D'� �`rry''
.� ' oaawN BY: KILN V-10oW_I
Weather
sQ■�� qpp ■1 al.�� CHECKED ay.- KI N
'A } 4,a' ApPrwcd er -,.a \ar�7 ■.6 ■ Y■ ■
�"i �IJ MFannalx
'.n irl7'J w6w,r U-4,q PL—Garr,f...Call¢s:e-dpoP®RTA L E U t LD1 N G S REVISION: SCALE:NOT TO SCALE
7•rf-
{
ROOF TRUSS 4RE
RUSS
REFERTO DETAIL 5 ON 2x4 STUDS(�24'0.0. REFER 3.pETAiL 5 ON F DETAII.1=32X4 STUDS 24' CSHEET'S3.1 FOR STRAP SHEET S3.1 FOR STRAP REF DETAIL VS3.3 ATTACHMENT.OW)
ATTACHMENT.(TYP) x4 TOP PLATE
; 20 GA METAL 2Y'-20 GA METAL
DRACM STRAP GRACING STRAP ATTACH STRAP TO EACH
REQUIRED FOR WALL 2x4 TOP PLATE REQUIRED FOR STUD W1(2)Ed NAILS MIN.
METMETAL WALLS(OtN6 0NLY(TYP) *WMAX SIDING ONLY(TYP) G'-0'MAX OP (TYP)
OPENING
REFER TO DETAIL ON. - REFER TO DETAll4 ON
SHEET 53.1 FOR STRAP SHEET 53.1 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'D.C. 2x4 STUDS @ 24.O.C.
REFER TO DETAIL G ON REF DETAIL VS3.3 REFER TO DETAIL S ON
SHEET 83.1 FOR STRAP SHEET S3.7 FOR STRAP
REF DETAIL iJS3.3
ATTACHMENT.(TYP) 2x4 TOP PLATE ATTACHMENT:(lYP)
2.4 TOP PLATE
OPTIONAL WINDOW
2K'-20 GA METAL 3S'WIDE MAX(TYP) 2Yi-20 GA METAL Ll
GRACING STRAP GRACING STRAP
REQUIRED FOR ATTACH STRAP TO EACH REQUIRED FOR ATTACH STRAP TO EACH
METAL WALL STUD WI(2)0d NAILS MIN. METAL WALL STUD W/(2)8d NAILS MIN.
SIDINGONLY(TYP) (TYP) SIDING ONLY(TYP) �[ CTYP)
REFER TO DETAIL 40N „ REFER TO DETAIL 4 ON
SHEET 53:1 FOR STRAP SHEET 53.1 FOR STRAP
ATTACHMENT,(TYP) ATTACHMENT.(TYP)
N01
8'WIDE REAR ENDWALL 11'-2"WIDE REAR ENDWALL t uAPP OVER"
(10'WIDE SIMILAR) i DOCUMENT
LOFTED BARN--FLORIDA
MPH--FBS 2014
PROJECT NO: SHEET NUMBER
% f
� IonE
A PAn No, DRAWN
pK
ApMdhy ECKDKTL-N21-2015 *
RmwA
ra�rr+>•H�i"�i°¢ M wlg a+x'Ml,J vi rou c u,Vi MerR« (_e UANal; REVISIOR SCALE:NOT TO SCALE
ti J3�s PORTABLE BUILDINGS
GENERAL NOTES: 20 TRUSS 2.4 TRUSS.
MEMBER(TYP) 20 TRUSS MEMBER(TYP) q• 2x4 TRUSS
1.REFER TO SHEET S-0 FOR DESIGN LOADS. �r 1p. PLATE(TYP)
7' PLATE(TYP)
7-MAXIMUM TRUSS SPACING-24'O.C. N o
3.TRUSS TOP CHORD SHALL BE BRACED W/STRUCTURAL WOOD
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS.
4.ALL TRUSS MEMBERS ARE TO BESPF 62 OR BETTER. __SEENOTE IO__ �• ____ SEE NOTE IL
S.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(N720)
11'-2
8'-0•
PRESSED IN PLACE EACH SIDE OF TRUSS.
6.REACTIONS DUETO WIND ARE BASED ON MWFRS END ZONE MAX REACTIONS MAX REACTIONS
PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 HOR2 122 LBS. HORIZ 127 LBS.
COMPONENTS AND CLADDING WIND PRESSURE. UPLIFT:•195 LBS. UPLIFT:-278 LBS.
GRAVITY:210 LBS. GRAVITY:297 LBS.
7.DEFLECTION MEETS 11240 LIVE LOAD AND L/180 TOTAL LOAD.
8'WIDE LOFTED BARN TRUSS 11'-2"WIDE LOFTED BARN TRUSS
8.LOAD DURATION ADJUSTMENT FACTORS:
LIVE:125
WIND:1.60
B.REPETITIVE MEMBER INCREASE:1,15 2x4 TRUSS
MEMBER(TYP)
10.HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS. , 2.4 TRUSS
REFER TO SHEETS S-2.0 AND S•3.0 FOR LOFT JOIST SIZE AND MP)
ATTACHMENT INFORMATION.
`n+
ul
ND{
SEE NOTE10 _
"APPROVED"
_________- DOCUMENT
MAX REACTIONS
HORIZ;121 LOS.
UPLIFT:-250 LBS.
GRAVITY;270 LBS.
10'WIDE LOFTED BARN TRUSS
LOFTED BARN--FLORIDA-4I0=160 MPH--RBC 2014
PROJECT NO: SHEET NUMBER
s
ray c' Dam: 7.��/ 5 �L 1Nn. (`j,�y_ 2 DRAW 07.21.2015 ■/`�� '/A) 11{.111
7 ,1 1�, Weather
® orawu ev: KLN Y-12-0—1 d
4 APTaeved 9Y. ".� im 6 ■ � CHeCRm BY: KW
~"�� 'Jatu,F4rmeb7 REVISION:
'aoreetnu::rn�"7-13_Y w+nF=.muu.iTa�Cerutgxxc. so Po��A��.� ��0�'D���.� SCALE NOT TO SCALE
ATTACH TI-11 OR Yi OSB DECKING.
LP.SIDING TO WALL ATTACH LOFT JOIST -REF S2.0 FOR
FRAMING W/Bd NAILS CONT.2x TREATED RIM BOARD TO TRUSS wi- ATTACHMENT '
@6.D.C.IN FIELD W!3'NAILS @ 8'INTO BRIDGING (6)10d NAILS MIN. I
&ALONG EDGES, &(3)3-NAILS TOENAILED INTO SKID METAL DRIP EDGE. LOFT JOIST
(SPACE NABS AT FLOOR JOIST (4)T TOE NAILS ATTACH TO ROOF i
C•O.C.ALONG PANEL INTO SKID .ATTACH STAPLES
EDGES AT ENDWALLS)
(a)3 NanS Npj @ 12•G.C.
THROUGH
BOTTOM PLATE "APPROVED73 SIMPSONMTS16
INTO EACH STUD DOCUMENt STRAP w/(7)10d x 1)4'
CONT 2x4(RIPPED NAILS(MIN)IN EACH
3'NAILS @ 8' ) END OF THE STRAP
x wl(2)3'NAILS INTO AT EACH TRUSS.
CONT.2x4TREATED BRIDGING �� SKID EACH TRUSS
W1(5)3-NAILS IN EACH SKID �xZ5 R TOE NAIL TRUSSIJOIST
(3)a'NAILS L? TO TOP PLATE Wl 2X4 TOP PLATE
(4)10d NAILSMIN
1-TYPICAL DETAIL 2-FLOOR JST TO SKID DETAIL 3-LOFT EAVE DETAIL
VIO i W WOOD SCREW TOP PLATE 2X4(IYP) EN
OWALL HEADER FOR
RIEACH SIDE Of EVERY MAJOR gROOFT USS a•NAILS
gR��� OPENINGS UP TO&-a%
SIDEWALL HEADER FOR
SIDE OF WINDOW (2)2x4 w!%i OSB
STUD ON ONE OPENINGS UP TO 4'-0'.
FLITCH PLATE
NOTE (1)2X4,.FLAT NOTE: OPENINGS Up To 0O.
FASTENING PATTERN AT ENDLAP ALL MEMBERS. ALL MEMBERS
OPENINGS
UP TO 6'-0'.
#10x%7 WOOD SCREW ARE 2X4 ARE 2x4,UNO (p)y18 wl�/�OSB
ONE SIDE OF EVERY MAJOR �R FLITCH PLATE
RIB. FORSIDOPE HEADER
38'MAK (3)3'NAILS 25'MAX FOR OPENINGS
(TYP) UP TO 8,_V
NOTES:
t.PROVIDE 2X4 CRIPPLE SND UNDER EACH END OF
HEADER.NAIL TO ADJACENT STUD PER FASTENING
FASTENING PATTERN AT INTERIOR OF PANEL STUD SCHEDULE TYPICAL AT ALL OPENINGS.
2.SEE FASTENING SCHEDULE NOTE 014 FOR FASTENING
DETAIL Cad ENDWALL DETAIL CD SIDEWALL OF HEADER ASSEMBLIES.UNO.
4-METAL PANEL FASTENING DETAIL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE
} * _•3,a
--FLORIDA-410=160 MPH —FIC 2014
LOFTED RAIN
_ Y NOTE: REFER TO FASTENING SCHEDULE ON SHEET 50.1 FOR ATTACHMENT -PROJECT NP. SHEET NUMBER
INIFORMA71ON NOT NOTED ON THIS SHEET.
DATE
I tk f`�^•>- 07-27-2015.
�oRN ev: KL
Weather KingKL_ CHECKED BY.
SIM—
'4-
I �_
�v_J4-Fs .6
PORTABLE BUILDINGS REVSON: scA4E r=r-0
ix«r�w F.w�P6afs Exama+rrF7wN LentlCaM$tine+
ROOFTRUSS -FOP PLATE
') JOINTCOM.2x VARIES(SEE PLAN)
(TYTOP PLATE
_ 20 SPLICE TREATED 20 x S'-0'LONG
(10)Bd NAILS PLATE SPLICE PLATE CENTERED
EACH SOOE ON SPLICE,EACH SiDE OF—/
OF JOINT TREATED 4x6
STUD)l SKID,W 2 ROWS 10d NAILS SKID
(TYP) 24"MAX24'24'0.� 04.O.C.STAGGERED ((
L91J/
1-WALL TOP PLATE SPLICE DETAIL RAPAGAASTEELROUND STRAP,
ST& 2-SKID SPLICE DETAIL s:�i�P/�ROi/ED1,
SIMPSON MTS16 ATTACH TO JOIST DOCUMENT
STRAP wl 10d x 1Y'*FROM
B DECKING. WI(4)10d X 1)4'NAILS
NAILS(MIN)IN EACH2.0 FOR EACH 507E OF JOIST,
END OF THE STRAPHMENT. TOP PLATE
AT EACH TRUSS. 2W-20 GA STEEL STRAP,
WRAPAROUNDLOFT JOIST WRAP OVER WALL TOP
PORCH HEADER. PLATE.PROVIDE(3)Sd 3'NAILS 2x4 STUD
NAILS INTO TDP OFP.LATE- @ 8'O.C.
PROVIDE(6)10d NAILS MIN (END WALL)
INTO SND/SIDE OF PLATE. (2)2x4 STUDS.
(SIDE WALL) _
PORCH P057 BEYOND. E EXTENDED
REF DETAILSON BUILDING
SHEET S3.2 FOR
AD01.INFO. 2.4 TRM BEAM ATTACHED TO S
EXTENDED TOP PLATE. `V
REF.FASTENING SCHEDULE SND ATS'O.C.
FOR ATTACHMENT. -
NOTE:REFER TO3IS3.0FOR INFO NOTSHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL
3-PORCH EAVE DETAIL SCALE=174'-V-D' SCALE=1Y•=r-0"
--FLORIDA-410=160 MPH--FRC 2014
LOFTED BARN
NOTE REF ER TO FASTENING SC14EDULE ON SHEET r,0.1 FOR ATTACHMMT 'PROJECT NO. SHEETNUMBER
INFORMATION NOT NOTED ON Tws SHEET.
, fA • • DATE' 07-21-2015.
P r. pa .7a/!S Plcn No: ✓c' I `:- owIWN eY: KW
4 Lo
a r= ✓ y��g
Sl 4. AFptored 4l =�w-i' Weather q`^ ya i+ C,} CHECKED BY: KW ���� _Fl
VVI ,NF �x PORTABLE BUILOING5 REVISION: SCALE:1'=T-0
G H�
SIMPSON MTS16 SIMPSON MTS16
(2)%"x V LAG STRAP.REF 3153.1 STRAP.REP alS3.0
SCREWS THROUGH (TVP) (TYP)
TOP PLATES INTO ROOF TRUSS
4x6 P.T.POST (TYP)
P.T.PLYWOOD
CEILING AT PORCH
ONLY. (2),6Ge'x fi'LAG
4x6 P.T. SCREWS THROUGH LOFT
POST TOP PLATES INTO
4x6 P.T.POST
P.T.Ix PORCH BOARDS
w
RI /(2)3'NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST
M JOIST
2x4 TRTD BEAM ATTACHED TO TOP PLATE EXTENDED
EIQENDED.TOP PLATE. CUT CORNER To
PORCH POST
4z6 P.T. REF,FASTENING SCHEDULE STUDS SHORT
POST FOR ATTACHMENT. TO SUPPORT
FROM3'NAILS(MIN) PORCH BEAM
FROM END JOIST 4z8 P.T.SKID
INTO CORNER POST
P.T.Ix PORCH BOARDS SOLE PLATE
wl.(2)3-NAILS INTO SND WALL (TYP)
1-CORNER PORCH POST DETAIL EACH FLOOR JOIST
4.6 P.T.
POST P.T.Ix PORCH BOARDS
w!(2)3'NAILS.INTO
CONT.2.P.T. EACH FLOOR JOIST
RIM JOIST REF DETAILS 1 8 2IS32 4x6 P.T.SKID
FOR.POST BASE
ATTACHMENT FLOOR JOIST
(6)3•NA0.3(MIN) 4x6 P.T.SKID PORCH VARIES(SEE PLAN) (TYP)
FROM JOIST N 11n1A
INTO POST
NOTE:REFER TO DETAILS 1/S32 AND WS32 FOR INFO NOT SHOWN. "APPROVED-4
NOTE:REFER TO 1IS32 FOR W FO NOT SHOWN. DOCUMENT MEET
2-INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION 6JV .VtilLlrl
t1-
--FLORIDA-410=160 MPH--FBC 2014
LOFTED BARN
NOTE REFERTOFASTENINGSCHEDIREONSHEEIS41 FORATTACHMENT PROJECT NO. SHEET NUMBER
INFORMATION NOTHOTED ON THIS SHEET.
Y z DATE 07-21.2015
�, Datr 7 av
}'ay4kJt��ttbf3.l(g'7 H-1ifi3``-,t r . oRAwN ev: KLN
Argml eYHGKEo BY: KLNb{ pqpS-32-LB-R.®
FxioS PORTABLE BUILDINGS
REVISION: SCALE 1•=r-0
' 0uam.a alma c„m,�E Fit�xh '