HomeMy WebLinkAboutengineeringF-
MaVonal Design aild Bngmciiorl MWIM . S OR ATTACHMEM 501 North Jackson Ave.Suite 2 FASTENFR
Byars Building ARE THE UPONSIBIM Of THE
Russellville,AL 35653
WKWOR OF REMO
July 24,201S
F)
Mr.Jim Richmond
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street "HESE PLANS AND'ALL Pfl()P()SED
Suite 90A
WORK
Tallahassee,Florida 32399-0772 ARE SUBACT TO ANY(;OnRECTIONS
RE:Plan Approval:Residential Lawn Storage Shed ECURED BY FIELD) INSpECTC)NS THAT
ManUlacturer:Weather King Portable Buildings MAY BE iftESSARY q ORDERo V T
Plan Number/Name:Lofted Barn
Dear Mr.Richmond,
Pursuant t0the requirements dthe Florida Deparb-fient of Business and Professional
Regulations,the above referenced CIOCUML-11'(5 have been reviewed for compliance with: OLT?
2014 FBC,5th Edition 9T,LIT IVECn.MY BUILDING DIMSION
'A P�87�-1)FOR LIANCE
20-11A NEC IN FFIA 70) j.
These plans cornply with Florida PrOdUCt At)pr0V@I Rule 61G20-3.006(FAC). DATE fiT
PUNIS AIND PrRMIT MUST BE KEPT ON JOB
A signed and sealed set of plaris are maintained on file in the Third Party Agency office doll NO NSPECTION WILL BE 1&—Dm
National Design and Inspection.
• All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business and
Professional Regulations.
If you have any questioris 01'reCjUire ii-tyassistance in any way,please do not hesitate tocontact
ille.
Respectfully submitted,
John Farinelli,CEO,IVICID,SIVII7149
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD "APPROVEL)=a
HICKORY, KY 42051 DOCUMENT
Flu-
GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS:
i;,$TRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.ALL ROOF DECKING IS TO BE%�'O.S.B. 1.DESIGN LOADS ARE IN ACCORDANCE Will THE FOLLOWING ITEMS MAY BE SUPPLIED AND
014 FLORIDA BUILDING CODE(FBC). THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS. THESE ITEMS MAY BE
("e 11.ALL SIDING IS TO BE TREATED Ti-11,LP SMJIARTSIDE RISK CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL.
a2 RttF K0(7ERIALS 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
I
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 SPI=#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 ULl'IMATE 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 T&G PLYWOOD FLOORING MAY BE USED Vull=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 MPI I FOR RISI(CATEGORY I THE GROUND. RISK CATEGORY I
STRUCTURES PER FIGURE 1609C OF THE 2014 FBC. EXPOSURE CATEGORY C
15.ALL SKIDS ARE TO BE 46 PRESSURE TREATED. INTERNAL PRESSURE COEFFICIENT:
6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING RATED FOR GROUND CONTACT. GCpI=>:0.18
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
8.IN ACCORDANCE WITH FBC 1609.1.2.STORAGE SI IEDS NOT ROOF-ZONE 3= 32.2.-131.5 PSF
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA 10.STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT WALL-70NE 4=55.8,.60.6 PSF
OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY SHINGLES CONFORMING TO ASTM D316i(CI.ASS F) WALL-'LONE 5=55.8,-74.7 PSF
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OR ASTM D7158(CLASS H)OR 29 GA MI'TAL ROOF PANELS.
OF THE 2014 FBC. 4.CONSTRUCTION TYPE: V-8
10.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO
9. IN ACCORDANCE WITH FBC 1008.1.1.BUILDINGS THAT ARE 400 TO RESIST WIND LOADS. ANCI IORING 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 TI IF DOOR IAEIG14TAND WIDTH
REQUIREMENTS OF THE 2014 FBC.
LOFTED BARN--FL0RlDA--WlND=160 MPH--FBC 2014
PrlaEcr No: SHEET NUMBER
DATE: 07-21-2015
Dates.:'
`! i^'�- ,•�`' r-----•,ti 4. -1 DRAWN BY: KIN e�
t h�q (� S 0 FL
App ovdd 9p v,t�"✓�c 7 ..-. - KLN
CHECKED BY:
i arin 111 PORTABLEREVISION: SCALE:NONE
John
rrr;,,r„e„rea�')3./� PA4ar!ir @u;G!ing I'taria[:L:rit, Ftur w:n CarUfeate'161{"a^y _ __ __
i
FASTENING SCHEDULE FASTENING SCHEDULE (CONT.) j
CONNECTION FASTENING""' LOCATION CONNECTION FASTENING"' LOCATION
3-Ed COIALION t2Y'x 0,131"J 3-10d COI.
•!AON(Y x 0.148")
1.JOIST TO SILL OR GIRDER(SKID)) 3.3'x D.131'NAILS TOENAIL 1 S.COLLAR I TO RAFTER 4.3'a 0.131-MAILS TACC NAIL
3.3'14 GAGE.STAPLES 4-Y M CAGE STAPLES _
2•Cd CO!.I110N 12%'.0.131') 3-1[d C01A1.1ON 13y'z 0.1621 -- _
2.BRIDGING TO JOIST 2.0'a0.131•IWLS TOENAIL EACH END IO.JOISTTO B4IJO JOIST 4.3'.0.131'NAILS FACE tIAL
2.3'14 GAGE STAPLES 4.3'14 GAGE STAPLES
ICA(2!'.0.135'I AT W U.C. --
3.SOLE PLAIEIOJOISTORBLOCKING TxU.13 Ii.WOOD STRUCTURAL P/JJELS1'NAILSATS'OC. TYPICAL FACE NAIL &AHDLESS 2%'.0.113'NAILS'
't 4 CAGE STAPLESAT12"O.C. 1d' GAGE'
_ tiUBFLOOR,FOCF AN(1 lVAL), Ed OR 6e'
2-IGd COMMON(3%'X 0,1021 �•`� 'WEATHNO(T O FRAMING)
A.TOP PLATE TO STUD 3•3'x 0.131'NAILS END NAIL 'Yi TO:" 21 1 AGE'
!JM.S'
3-J'14 GAGE S IAPLES x C AGE'
4.Bd C0L540N 12Y2'z 0,13 V) )C'OR LESS Ed:
4.3'X 0.131'HALLS TOENAIL 10.PAtICL SIG1tIG(TO PRAI11N0) Od
3.3'14 GAGE STAPLES
5.STUD ID)SOLE PLAT E 2-1Od COMVON(3%'.0.I G2') '
3.3'x 0A31'IIA!LS ENO NNI A.COMION OR BOX MILS ARE PERIM I)EU TO BE USED EXCEPT WHERE OTRER%mE 5TATEO.
3.3.14 GAGE STAPLES h,NAILS SPACED AT 0 INCITES ON CENTER AT EDGES,12.INCHES AT 111TERMEDIME SUPPORTS EXCEPT U INCHES AT SUPPORTS 1AT I[RC
5PANS ARE 40114CRES OR V..0RF!U.CSFOR IVALL SHEATHING ARE PEH.%nTTF.D TO OF COWLION,OCX.OR CASING,
iSd(3Y,'x.0,135'1 AT 24'O.C. C.COI MIT OR DEromiED SHANK(C0•r1.0.Iir;Od-2%'.O.131%IOt•3-.O.PIA').
G.DOODLE STUDS 3'x 0.131'NAIISATS-OC, rACE NAO d,COMdON(G'•2'z 0,113 C�I•Y/'x 0.131^,iC�l•3'x0.140-T.
3'14 GAG=_STAPLE AT O"O.C.
c.!)LTONNEU SHANK IGd-2'a 041 Ir.0d•:iF'x 0.731^,1Dd•3'x 0.I46').
J_- m(,Y'.0.13Tr)A T 16'O.C. 1.CORNOSION-ReSL4 TANI SIDItM(Oil-If'10,1OG':Od-21'x0.128•)rR CASin0(W-r x DA:W':Sd-7X'.0.11 W)NAIL.
3`x 0.131'NALLS AT 12'O.C. TYPICAL FACE NAIL 0-FOR ROOF SI IEATI IIIF3 APPLICATIONS,Od NMLS(*,.0.113')ARE TI IE MUIWU RED UPPED FORWOOO STRUCTURAL PANCLS.
3'14 CAGE STAPLES AT I O.C, h.STAPLES SHALL HAVE A MINIMUM CROON WIUIH OF Pi INCH,
T.DOUBLE TOP PLATES 1.FOR ROOF GHCATHIRr APM ICATIONIk.FASTFNFRS SPACED 4 INCHES ON CENTER 11,CDGCS,6 INCHES AT INTERMEDIATE SUPPORi5.
O•UYI GOL!A:ODI(ffi'jx 0,1fi2') j,FA,
SPACE
12-3-14 GAOE STAPLES D4 INCHES ON CENTER AT EDGES B INCHES OR CENTER AT INTFRMEDIA IF SUMMITS FOR 508FLOOR AND
12-3'x O,t31-t1N:5 lAP SPLICE L1'AlL SIIGA71 IO1G AND J OIG TES ON C'-_`7TER AT EDGES,P INCHES AT!IITER!.IEOIATE SUPPORTS FOR ROOF SHEATHII7;.
- ' 1Gd COA14'ON(air x O.1G2') t.FASTENERS SPICED 41tICHES OV CENrER AT ED13CS.E INCHES AT UITERIAEDIATE SUPPORTS.
8.TOP PLATES,LAPS AND j_-3'a0.131'tL11LS `FACE NAIL
hRFRSECTIONS 3.3'1A GAGE STAPLES
D.GCNTIHUOS HEADER(11 PIECES 10d COMMON(0,*X 0.1621 ---_16'O.C.ALONG EOGE
3•dt C01M1J04(2%'.0.13 P)
10.CEILIHG J013TS TO PLATE 5.3'.0.131-NALLS TOENAIL 5-3.1.1 GAGC STAPLES Np'�E.P I
• 11.CCNII000S HEADER 10STUD 4•8drD IMI?(2h•x0.131-) TOENAIL G
"APPROVED"
7• AL � �9FEi�T'1'..RAFTER 70 PLATE 3-3'1,0.131'NAILS TOEN '
3•3'14 GAGE STAPLES
1 Cd COMMON(A;"it 0.162') 24'O.C.
13,BUILT-UP CORNER STUDS 3'X0,131'NA(LS i6'O.C,
3414 GAGE:STAPLES 16.O.C.
2Ud COMMON(4"t 0.102')AT 32'O.C. FACE NAIL AT TOP AND SOT TOLI
3"a 0.131"NAILS AT 24'O.C. STAOUERED Oil OPPOSITE SIDES
3"1.1 GAGE STAPLES AT 24'U.C.
14.DIALT-UP BEAMS 2.2W COW.101114-x 0.192')
3.3'3'.0,13 V NAIL3 FACE PL\IL,.T ENDS AND AT
3. 14 GAGE STAES E
PL ACH SPLICE
r, LOFTED BARW-FLORDA-41ND 160 MPH--FBC 2014
PROJECT NO: SHEEI NUMBER
DATE:
va r A 07-21-2015
- r minKLN B-01-LB-FL
��»+»��, DRAWN UY:AtxprovC iT �1t'�-C ,'� ' N, ._ `4. C..) cr(ecKeo uY: KLN rf "I'^' '^"Ia /^�E $ BUILDINGS
� W y p' REVISION: SCALE:NONE
A/4�7114t yvlA\It"o u"t"",Q1t+JhI3/T-1;m,E.- u1:..I tlX H.3 C.Ib)K'.!ir.".1.4f 4x3 PORTABLE)f i Q ABLE B U I L d..aY I)�G S
. r
32-4'MAX LENGTH(11'-2-WIDE)
20'-0'•MAX LENGTH(10'-0-WIDE)
16'-0-MAX LENGTH(8'-0-WIDE) j
------------------- -------------------------
OUTSIDE 46 TRTD SKID
BUILDINGS
FOR ONLY)
WIDE
= BUILDINGS ONLY)
r
INSIDE 4x6 TRTO SKID
� r� IIIIIIIIIIIIIIIIIIIIIII
N
_ I I I I I I I I I_,_�I_ OU'i'S1DF TRTD SKID
^�------ (REO'D FOR 11'-2'WIDE
II I I I I I I I I I I I BUILDINGS ONLY)
TREATED RIM JOIST "P NDi
CONT.2x4 TREATED FLOOR JOISTS @ 16-U.C.MAX.(8'&11'-2"WIDE-) (TYP) "APPROVED"
Prt7ROVED"
CONT.—6 TREATED FLOOR JOISTS @ 16-O.C.MAX(10'WIDE) �l f_^irJ LJ
(SPLICED JOISTS ARE NOT PERMITTED) DOCUMENT
TYPICAL FLOOR FRAMING PLAN
- BARN--FLORIA--FIND=10 MPH--FBC 2014
LOFTED
PROJECT NO: SHEET NUMBER
DATE: 07.21-2015
DRAWN BY: KKLN
LN S®1�o®�60_I L
or �,'Y!��4,..G aJ{� - �'Weather - Kin'
�.:) CHECKED BY:
»;;r;;� •'' ..lui f.mi lli PORTABLE BUILDINGS REVISION: SCALE:NOT TO SCALE
C-iktrn{�FT311,Eaan:;�,�t fl,w� Crrtilica)r•SMi'49
i
32'-0'MAX LENGTH(1 T-2-WIDE)
20'-0"MAX LENGTH(10'-0"WIDE)
4'-0"OR 6'-O"
a PORCH X 2x4 STUD WALL TREATED RIM JOIST
o I ABOVE (TYP)
i
3 �I
S•32 �OUTSIDE 46 TRTD SKID
(REQ'D FOR 11'-2-WIDE
-- BUILDINGS ONLY)
N
cr Y I INSIDE 4x6 TRTD SKID
O rn II
0
ar
0
OUTSIDE 4x6 TRTD SKID
-- --- - - (REO'D FOR 11'-2"WIDE
SPAN OF TRTD_ I I BUILDINGS ONLY)
PORCH DECKING
CONT.2x4 TREATED FLOOR JOISTS e 16"O.C.tAAX.(B'&11'-2"WIDE) NDI
4x TR FO POST
CONY.2xG TREAT ED FLOOR JOISTS Q 1G'O.C.MAX(10'WIDE) "APPROVED"
1 (SPLICED JOISTS ARE NOT PERMITTED) DOCUMENT
a �d
S-3,2 i..� 1+t9 Y
TYP
LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL)
Z- LOFTED BARN-FLORIDA-WIND-160 MPH--FRS 2014
,i PRaecT No: SHEET NUMBER
r DATE: 0`21-2015
/ ;7m, 1/7.,�/r-, —flanMiu. -�t E -
��..�.- .,y r-- ingDRAWN BY: KILN
KLN S-11-LB-FL
. ._ .wR'�•cvcd By fYC r'' Liya,� _._..._._.. eatne t~s CNECI<EO BY:
REVISION:
PORTABLE BUILDINGS SCALE NOT TO SCALE
., --�•,�3-!S vow; c;�,r„ap.,r,3r >:m�,.,r�,.r�crn�t�ca:nv.,F�� -- _ _.�—__.._.__�
I
32'-0"MAX LENGTI1(1T-2"WIDE)
20'-0"MAX LENGTH(10--0"WIDE)
a I TREATED RIM JOIST
o f (T-N
OUTSIDE 4xG TRTD SKID
(REO'D FOR 11'-2'WIDE
BUILDINGS ONLY)
N
a 114SIDE 46 TRTD SKID
O in
it
Q
OUTSIDE 06 TRTD SKID
(REO'D FOR 1 V-2'WIDE
x / BUILDINGS ONLY)
3 I r /
S-3.2
OPP r
\�2x4 STUD WALL
46 TRTD POST 1 2 ABOVE(TYP) CONT.2x4 TREATED FLOOR JOISTS g 16-O.C.MAX.(8'&11'-2-1NIDE)
ABOVE(TYP) CONT.2x6 TREATED FLOOR JOISTS @ 16-O.C.MAX(10'WIDE)
S3.2 53.2 \I (SPLICED JOISTS ARE NOT PERMITTED)
PORCH DECKING
_ ---- 12�-0-0°_MAX PORCH —_
"APPROVED"
SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) DOCUMENT
.. LOFTED BARN--FLORIDA--WIND-160 MPH--FBC 2014
PROJECT NO: SHEET NUMBER
DATE:
/`• N, 07.21-2015
Date
ingDRAWN BY:
KLN ® e� -
Approve f uv �q�
CHLGKEO BY: KLN_ e
g-Weather .
'.• c[atu'ar F:nhly PL—,pr.,,,n,rJx���r o�Ca.�;:ficasr 5l:pa� ® BUILDINGS REVISION: SCALE:NOT TO SCALE
32'-0"MAX LENGTH
- --- - _ - ------ NQ!
ar 4 0- 2x4 STUD WALL "APPROVED"
L� ABOVE(TYP) I DOCUMENT
3 II
S-32 OUTSIDE 4x6 TRTD SKID
v `t INSIDE 4x6 TRTD SKID
N
al
�+ -- — OUTSIDE 4x6 TRTD SKID
SPAN OF TRTD
I PORCH DECKING
TREATED RIM JOIST
(1'YP)
4XG TRTD POST I q CONT.2x4 TREATED FLOOR JOISTS++ 16-O.C.MAX.
ABOVE(TYP) 5.32 S3 2 (SPLICED JOISTS ARE NOT PERMITTED)
12'-0'
DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL)
LOFTED BARN
--FLORIDA®--MIND-160 MPH-FBO"" 2014
PROJEf,T M0: SHEET NUMBER
Kin"g
DATE:
07-21-2015 1 I R
eather
DRAWN BY: KKLN
LN So .3-1�M—FL
~�
_i Alx7.,ruvaG DY .)���-Y``-'i�f < CHECKED 0Y:
V J�Irrr rarin._r l�_�—~ PORTABLE 13 U I L D I N G S REVISION: SCALE:NOT TO SCALE
7-a3-�i' A+o-lilm Cox!•hyHans[+srnr�xr FLxtilsCerolwul^Suv;n i_ '—.^.__r-�_'_
I
3Z-0"MAX LENGTH
--- --.-__-�_._..__ ' A py�yyND) D
IT
k DOCUMENT
i
OUTSIDE 4x6 TRTD SKID
v INSIDE 4x6 TRTD SKID
,n
+I
i
i OUI SIDE 46 TRTti SKID
I
y TREATED RIM JOIST
(TYP)
CONT.2x4 TREATED FLOOR JOISTS Q 12"O.C.MAX.
(SPLICED JOISTS ARE NOT PERMITTED)
LOFTED BARN GARAGE FLOOR FRAMING PLAN (OPTIONAL)_
LO FED ARN—FLORIDA -I IND=16a MPH--FBC2014
vaodccr No: SHEET NUMBER
g DATE: 07-21-2016
DRAWN 6Y: CLN7 (. cREc<Eo 6 . KLNala+ovsd P Weather 'm` ing S-1.4—LB—FL
y�p y� �y g �^ BUILDINGS
�:'��} V Jahn T.rir,c•61 p3[lt -P"Z 9.�`4.1.:. REVISION:
SCALE NOT TO SCALE
--
32'-0"MAX LENGTH(11'-2"WIDE)
20'-0"MAX LENGTH(10'-0'WIDE)
16'.0"MAX LENGTH(8'-0'WIDE)
I `
Noll
DOCUMENT
r
YI m
0
s _ RIDGE FASTEN ROOF SHEATHING TO
FRAMING AT 0 INCHES O.C.AT
N (n
EDGES AND IN THE FIELD,UNO.
r REFER TO FASTENING SCHEDULE
u FOR ADDITIONAL INFORMATION.
VARIES 0`
SHOP-BUILT ROOF-TRUSSES i
AT 24"O.C.REFER TO SHEET S-2.2 FASTEN ROOF SHEATHING TO RIDGE /
FRAMING AT 4 INCHES O.C.AT /
EDGES AND IN THE FIELD WITHIN /
THE END STRIP AT EACH ENDWALL. i1
REFER TO FASTENING SCHEDULE /
FOR ADDITIONAL INFORMATION.
ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM
LOFTED EARN--FL IDA®-ININ -160 MPH--FBC 2014
PROJECT Na: SHEET NUMBER
v — DATE: 07-21-2015
-Cr2 n Wo z' Air_ DRAWN 8Y: KLN
-1.5-LB-FL
C!I
We'ather '
F.CKED fly: KLN S
/ I Jo"u,Fjonel", dC3 �'� p�t� C� REVISION: SCALE:NOT TO SCALE
3.!kfv PL.I.Li ""P'u rtc�l:cn:t:.�atr�,n G��u
i
°'W OSB DECKING W/ Y,0 OSB DECKING W/
ASTM D3161 CLASS F OR ASTM D3161 CLASS F OR
ASTM D7158 CLASS H ASTM 07168 CLASS I-I
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) T (MATCH STUD SPACING)
SEE SHEET S2.2 FOR FA OSB DECKING FRAMING LOFT AREAS, SEE SHEET S2.2 FOR FA TEN DECKING R LOFT AREAS.
ADD'L INFORMATION. FASTEN TO LOFT ANDIT E ADD'L INFORMATION. FASTEN TO LOFT FRAMING E
G"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.METALi' PROVIDE COMT,METAL
DRIP EDGE AT EAVES DRIP EDGE AT EAVES
Ko / AND GABLE ENDS. �6 AND GABLE ENDS.
\�° ( REF.DETAIL 3/S-3.0(TYP) \�° REF.DETAIL 3,S-3.0(TYP)
2x4 STUDS 2x4 STUDS_
m o! I @ 24"O.C. 2x4 LOFT JOIST @ 24"O.C,(IT WIDE) @ 24"O.C. 2z6 LOFT JOIST n 24"O.C.
2x6 LOFT JOIST @ 24"O.C.(10'WIDE) ,
T1-11 SIDING, Fl %"T1-11 SIDING,
7n %'LP SMARTSIDE_/ TREATED PLYWOOD 3/"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 !-W O,C.AT EDGES AND IN
THE FIELD.REFER TO FASTENING _ _ _ _ THE FIELD.REFER TO FASTENING
SCHEDULE-FOR ADDT INFO. °m _ ____ SCHEDULE FOR ADD'L INFO.
I �'
o (2)4x6 TRTD SftiO-�' 'S,4" 2x4 TRTD FLOOR JOISTS
16"O.C.MAX 8'WIDE
0 8'-0'OR 10'-0" 2x6 TRTD FLOOR JOISTS { 2x4 TRTD FLOOR
@ 1G"O.C.MAX(10'WIDE)
{•-__. ___ JOISTS @ 16"O.C.MAX
0
8'OR 10'WIDE 11'-2"WIDE
NOTES FOR METAL WALIJROOP PANELS: p g
1)RIBS OF METAL WALL PANELS RUN HORIZONTALLY.
2)METAL PANELS ARE TO BE ATTACHED TO WOOD FRAMING IK1 A.#9g•)Cy,O JEW
IN ACCORDANCE WITH DETAII.4 ON SHEET S-3. qd�4t Y (\l V 6J
3)METAL PANELS ARE TO BE SCREWED TO RIM BOARDS @ 9"O.C. DOCUMENT
NOTE:REFER TO FASTENING SCHEDULE ON SHEET S-0.1 BUILDING SECTION
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
LOFTED BARN--FL0RlDA--WlND=160 MPH--FBC 2014
PROJECT NO: SHEET NUMBER
DATE: 07.212015
DRAWN III:
•„�,. �. ICLN r � .e
A{7p@6vra fHl
®��
J.hn
- cNr:GxeD nv: KLN 2.0 LE FL
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ROOFTRUSS
ROOF TRUSS
'FER'I"0 pE I"AIL 5 ON REFER TO DETAIL 5 ON 2x4 STUDS C 24"O.C.
RE: 2x4 STUDS @ 24'O.C. SHEET S3,1 FOR STRAP REF DETAIL 1/S3.3
SHEET S3.1 FOR STRAP \ REF DETAIL 1/S3.3 ATTACHMENT.(TYP)
ATTACHMENT.(TYP) 2x4 TOP PLATE
2Yi'-20 GA METAL
20 GA METAL BRACING STRAP ATTACH STRAP TO EACH
EIRACING STRAP REQUIRED FOR
REQUIRED FOR -2x4 TOP PI ATE METAL WALL STUD WI(2)8d NAILS MIN.
METAL WALL 4'.0"MAXYP)
SIDING ONLY(TYP) SIDING ONLY(TYP) \
OPENING 6'•0"MAXP4AX OPENING
REFER TO'DETAIL 4 ON REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP /// SHEET 53.1 FOR STRAP
ATTACHMENT.(TYP) /
ATTACHMENT.(TYP)
8'WIDE FRONT ENDWALL 'I 1'-2"WIDE FRONT ENDWALL
(10'WIDE SIMILAR)
F TRUSS ROOFTRUSS
UDu @ 24"O.C. 2x4 STUDS @ 24'U.C.
REFER TO DETAIL 5 ONTAIL 1/53.3 REFER TO DETAIL 5 ON f REF DETAIL 11S3.3
SHEET S3.1 FOR STRAP SHEET 53.1 FOR STRAP \
OP PLATE ATTACHMENT.(TYP
ATTACHMENT.(TYP) ,JREF
�2x4 TOP PLATE
OPTIONAL WINDOW
30"WIDE MAX(TYP) 2Y§"-20 GA METAL
2}7-20 CA METAL BRACING STRAPBRACING STRAP REQUIRED FOR ATTACH STRAP TO EACH
REQUIRED FORATTACH STRAP TO EACH METAL WALL FSTUD WI(2)8d NAILS MIN.
METAL WALL STUD W1(2)8d NAILS MIN. SIDING ONLY(TYP) �( (TYP)
SIDING ONLY(TYP) (TYP) ,\REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON
SHEET S3.1 FUR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT,(TYP) ATTACHMENT.(TYP)—0—"T] r N7)
8'WIDE REAR ENDWALL 1•I'-2"WIDE REAR ENDWALL I `�APPROVE0I)
(10'WIDE SIMILAR) i DOCUMENT
LOFTE BARN F L IDA=-UVIN =160 MPH--FBC 2014
- PROJECT NO: SHEET NUMBER
— 1 a OAiE: 07.21.2015
Dias is �! sa,: ra
DRAWN BY: {(LN S-21—LB—FL
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2x4 TRUSS 2x4 TRUSS
GENERAL NOTES: MEMBER( MEMBER(TYP) t.; /t 2x4 TRUSS
2x4 TRUSS
1,REFER TO SHEET S-0 FOR DESIGN LOADS. ?Yp• PLATL' (7VP) j PLATE(TYP)
f' .. ``
2.MAXIMUM TRUSS SPACING=24"O.C.
3.TRUSS TOP CHORD SHALL BE BRACED Wi STRUCTURAL WOOD. c4.0 ,' i� M / "N'
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS.
p \
SEE MOTE 10 �o SEE NOTE 10
4.ALL TRUSS MEMBERS ARE TO BE SPF 112 OR BETTER. �_, _________ / —
y i
5.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(ARr20) 8'-D' 1 V-2"
PRESSED IN PUKE 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 HORFL: 12.2 LBS. HORIZ: 127 LBS.
COMPONENTS AND CLADDING WIND PRESSURE. UPLIFT: -195 LBS. UPLIFT: -278 LBS.
7.DEFLECTION MEETS U240 LIVE LOAD AND U160 TOTAL LOAD. GRAVITY: 216 LBS. GRAVITY: 297 LBS.
8'WIDE LOFTED BARN TRUSS 11'-2"WIDE LOFTED BARN TRUSS
B.LOAD DURATION ADJUSTMENT FACTORS:
LIVE:1.25
WIND: 1.60
9.REPETITIVE MEMBER INCREASE:1.15 2x4 TRUSS
MEMBER(TYP)
10.HORIZONTAL THRUST IS 70 BE RESISTED BY LOFT JOISTS. 101, 2x4 TRUSS
REFER TO SHEF_I S 5-2.0 AND S-3.0 FOR LOFT JOIST SIZE,AND / '- PLATE ('I YP)
ATTACHMENT INFORMATION. - r
DT
SFF NOTE 10 u�r5y"APPROVED"
DOCUMENT
MAX REACTIONS
I IORI7_: 121 I.BS.
UPLIFT: -250 LBS.
GRAVITY: 270 11311.
10'WIDE LOFTED BARN TRUSS
LOFTED
BARN--FL0RlDA--WlND=160 MPH--FBC 2014
I'ROJEC r NO: SHEET NUMBER
FVI
V. / _ " DATE: 07-21-2015 S
i//�,
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a"•Caviar ftutlAur7 F JoM,r:,r;,,Ani P O R I A B L E BUILDINGS REVISION: SCALE:NOT TO SCALE
1'tar,z ,x„i+n ilcui ------ - - —K Ua Cn„t9��tn^M an
%�'
ATTACH Ti-11 OR OSB DECKING.ATTACH LOFT JOIST REF S2.0 FOR
LP SIDING TO WALL TO TRUSS w,' ATTACHMENT.
FRAMING W/8d NAILS CONT.2x TREATED RIM BOARD
@ 6"O.C.IN FIELD W/3"NAILS @ 6"INTO BRIDGING (6)10d NAILS MIN
&ALONG EDGES. &(3)3-NAILS TOENAII_ED INTO SKID -LOFT JOIST
(SPACE NAILS AT FLOOR JOIST (4)3"TOE NAILS METAL DRIP EDGE.
3"O.C.ALONG PANEL INTO SKID ATTACH TO ROOF
ES
EDGES AT ENDWALLS) � � tv/1"7�/,i@ 12T O.C.
(3)W NAILS �y�gp��gp�gy�^�q Q 12"O.C.
BOTOUGH
TOM PLATE "APPROVED'0 ELF V ED' SIMPSON MTS16
INTO EACH STUD LRgry�gCUMENT STRAP w/(7)10d x IY2"
3"NAILS t@_8" DO CUM it CONT.2x4(RIPPED) NAILS(MIN)IN EACH
- \ a \ ENO OF THE STRAP
w/(2)3'NAILS INTO
EACH TRUSS' AT EACH TRUSS.
CONT.2x4 TREATED BRIDGING O SKID
WI(5)3"NAILS IN EACH SKID z TOE NAIL TRUL
r
(3)3"NAILS go
g TO TOP P -2x4 TOP PLATE
(4)10d NAILS MIN
1-TYPICAL DETAIL . 2-FLOOR JST TO SKID DETAIL 3-LOFT EAVE DETAIL
H10 x IYV WOOD SCREW TOP PLATE 2x4(TYP)
` ENDVJALL HEADER FOR
EACH SIDE OF EVERY MAJOR ROOF TRUSS 3'NAILS @
OPENINGS UP TO 6'-0",
RID. ALIGNED WITH 8' SIDEWALL HEADER FOR
STUD ON ONE OPENINGS UP TO 4'•0".
SIDE"OF WINDOW l 1-- (2)2x4w//cOSB
FLITCH PLATE
FASTENING PATTERN AT ENDLAP NOTE: (1)2x4,FLAT NOTE: SIDEWALL HEADER FOR
OPENINGS UP TO 6'4".
ALI.MEMBERS ALL MEMBERS
#10 x 1%"WOOD SCREW ARE 2x4 ARE 2x4,UNO
OR
-ONE SIDE OF EVERY MAJOR (2)2x6 W//,r,"OSB_
RIB, FLITCH PLATE \ —� SIDEWALL HEADER
/
38'MAX (�P)NAILS 26"MAX )yf(yl I.OR OPENINGS IIYLlI1VfD1YYApVIII UP TO 81-0"
7= NOTES:
1.PROVIDE 2x4 CRIPPLE STUD UNDER EACH END OF
r HEADER.NAIL TO ADJACENT STUD PER FASTENING
FASTENING PA_T_TERN AT INTERIOR OF PANEL SPUD- SCHEDULE.TYPICAL AT ALL OPENINGS.
^✓���L 2.SEE FASTENING SCHEDULE NOTE H14 FOR FASTENING
DETAIL ENDWALL DETAIL cT SIDEWALL OF HEADER ASSEMBLIES,UNO.
4-METAL PANEL FASTENING DETAIL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE
LOFTED EARN
- -FL IDA--WIN =16 MPH--FBC KU
J NOTC: REFER TO FASTENING5CHCOULE ON$KEET S-0.1 FOR ATTACHMENT - PROJECT NO:
SHEET NUMBER
INFORMATION NOT NOTED ON THIS SKEET DATE: r"-07-21-2015
r
DRAWN BY: KLN S-3.0
J n FL
-mm
C'r"#
.G x� .. CHECKED BY: KLN
,ft Fprtnri[1 PWeat
�'iTABLE BUILDINGS REVISION:
t?u!tuslla Cana e',.xcrhscrua plsxua 6.ir9rl:cntb 51.5i'n� y SCALE�1�—�'-0 T,._....
I
ROOF TRUSS TOP PLATE CONT.2x VARIES(SEE PLAN)
(TYP) JOINT TOP PLATE
2x4 SPLICE TREATEFxG'-O" NG
(10)Bd NAILS PLATE SPLICE ED
EACH SIDE ON SPLI , OF
STUD OF JOINT SKID Nv/2 ROWS 10d NAILS �TREATED 4x6
SKID
(TYP) 24" MAX 24"'MAX @ 4"O.C.STAGGERED
. d>DI
1-WALL TOP PLATE SPLICE DETAIL 2"--2 AGASTEEL STRAP. 2-SKID SPLICE DETAIL "APPROVED"
ATTACH TO JOIST DOCUMV EN '
SIMPSON MTS16 W!(4)10d X%"NAILS
STRAP w/(7)10d x 1Yz" %n`OSS DECKING. EACH SIDE OF JOIST.
NAILS(MIN)IN EACH REF 52.0 FOR
END OF THE STRAP— ATTACHMENT. TOP PLATE-
AT EACH TRUSS. 1 2Y2--20 GA STEEL STRAP.
WRAPAROUND LOFT JOIST WRAP OVER WALL TOP
PORCH HEADER. PLATE.PROVIDE(3)8d 3"NAILS 2x4 STUD
NAILS INTO TOP OF PLATE. @ 8"O.L. (END WALL)
PROVIDE(5)10d NAILS MIN
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
NOTE:REFER TO 3/S3.0 FOR INFO NOTSHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL
3-PORCH SAVE DETAIL SCALE=1y"-1'-0" SCALE=1Yz=r-0"
LOFTED BARN—+Luo%RlDA--WlND—_160 MPH—FBCO' 014
NOTE: RCI'HR TO FASTGNINO SCFI6DlJLE Oh HEET&U.1 PDR ATTAGtINIEN'r rROJr~cT NO: SHEET NUMBER
- INFORMATION NOT NOTED ON THIS SHEET
M _ DATE: 07-21-2015 SIABR
osAwN eY: KLN-her K
Weat.
CHECKED 6Y• KLN
PORTABLE. BUILDINGS REVISION:
SCALE 1'=1'-0
.�_� .__. N9•u lr.ibu�iiir y,�,irnw('n!!Y f ln+ca rnr iliiC:^Wr.nriarl .. _.—._ ....-.__.__._._...._..._ _"�__.
SIMPSON MTS16 SIMPSON MT516
(2)%o"x 6"LAG -- STRAP.REF 31S3,I STRAP.REF 31S3.0
SCREWS THROUGH (TyP) {tYP)
TOP PLATES INTO ROOF TRUSS
4x6 P.T.POST (TYP)
%"P.T.PLYWOOD
CEILING AT PORCII
ONLY, (2)%s"x 6'LAG LOFT JOIST
SCREWS THROUGI I r Typ
4x6 P.T.r// TOP PLATES INTO ( ) '
POST 4x6 P.T,POST
P.T.1x PORCH BOARDS
w/(2)3"NAILS INTO 7K
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST
2x4 TRTD BEAM ATTACHED TO TOP PLATE EXPENDED
4x6 P.T. EXTENDED TOP PLATE. CUT CORNER TO PORCH POST
STUDS SHORT
POST REF,FASTENING SCHEDULE TO SUPPORT
(6)3"NAILS(MIN) FOR ATTACHMENT.
—lT
PORCH BEAM
FROM END JOIST- 4x6 P.T.SKID
INTO CORNER POST
P.T.1x PORCH BOARDS SOLE PLATE
--vil(2)3"NAILS INTO STUD WALL (TYP)
1-CORNER PORCH POST DETAIL EACH FLOOR JOIST
4x6 P.T.
POST P.T.1x PORCH BOARDS
vd(2)3"NAILS INTO
CONT.2x P.T. / EACH FLOOR JOIST
RIM JOIST-\,` �..L REF DETAILS 1&7JS3.2 _ 46 P.T.SKID
' FOR POST BASE_
ATTACHMENT FLOOR JOIST
{6)3"NAILS(MIN) PORCH VARIES(SEE PLAN) (TMP)
FROM JOIST4x6 P.T.SKID
INTO POST DI
NOTE:REFER TO DETAILS 1153.2 AND 21S3.2 FOR INFO NOT SHOWN, "APPROVED"
NOTE:REFER TO 1/S3.2 FOR INFO NOT SHOWN. DOCUMENT .
2- INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION
LOFTED
BARN--FL0RlDA--WlND=16^u MPH--FBC 2
.. NOTE: REFER TO FASTENING SCHEDULE ON SHEET S-0,I FOR ATTACHMENT PROJECT NO: SHEET NUMBER
INFORMATION NOT NOTED ON THIS SHEET,
V _ onrE: 07-21-2015
rt .'�r........._�f'i ti tJo. t ,/ �....,y _ DRAWN BY: KLNS-3.2-LB-FL
v, W e a h K laf�l {`;)
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PORTABLE BUILDINGS REVISION;
i
ROOF TRUSS
ria`OSEI ROOF
DECKING
2x4 STUDS(FLAT)
@ 24"O.C.TOENAIL
TO TRUSS T.C.wl
(2)3"NAILS
CONTINUOUS
ALUMINUM MAR J LOFT JOIST
FLASHING AT✓/
HORIZONTAL SIDING
JOINT.ATTACH TO 2x4 TOP PLATE
Amik FRAMING WI 1'xy"
up TAPLES @ 12"O.C.
2x4 STUDS
SIDING(TYP) @ 24.O.C.
1-TYPICAL END WALL DETAIL
1t��� �t1
3d
LOFTED BARN-FLOMIDA-WIND-160 MPH--FBC 2014
f NOTC: REFCR TO FASTENING SCHEDULE ON SHLC•T S-0,1 FOR Al"fACHMENT PRO.ICCT NO: SHEET NUMBER
"'.",�",.• INFORMATION NOT NOTED ON THIS GHEE I,
DATE:
07-21-2015
DRAWN BY: KLN e� ®e w
W
FL ea-*-her mi
.a CI IECKEU DY:
KLN e
64odu'i;a hwNi4g Ptsn>Cmnw-Flwr ,c"giliqwC PORTABLE BUILDINGS REVISION: SCALE:1"=1'-O
�<t:�b7
i� DECORATIVETRIM
rr—— I-----1----�
PROVIDE CONTINUOUS I I I I I I
ALUMINUM Z-BAR FLASHING I I I I
AT SIDING HORIZONTAL JOINTS. ( I I
ATTACH TO FRAMING w/1"Xifq" L L_.—_I J J
STAPLES AT 12"O.C.(TYP)
x r I I
FRONT ELEVATION
VENT.ATTACH PER L/b0OR AND WINDOW LOCATIONS SIDE ELEVATION
MANUFACTURER VARY PER CUSTOMER,
SPECIFICATIONS.(TYP)
NDI
"APPROVED"
DST
rr— —i-i
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
( I I AT SIDING HORIZONTAL JOINTS.
L l_—_J J NOTE:
ATTACH TO FRAMING wt 1"xfq" WINDOWS,DOORS.AND TRIM SHOWN ARE CONCEPTUAL, ACI UAL WINDOW,DOOR,AND TRIM
STAPLES AT 12"O,C.(TYP) MAY VARY PER CUSTOMER REQUEST.
_OPTIONAL DOOR OR WINDOW.
LOCATIONS VARY PER CUSTOMER,
REAR ELEVATION
L ARN
-FL I A-WI =1 MPH--FBC
, - PROJECT NO: SI-IEE'rNUMBER
DATE: 07-21-2015
D 1RAWN BY: KLN ® ®� sFL
l c Av�e1 i yWopather
�j CHECKED BY: I<LN-
,t+ n.s,cu; King
� REVISION: SCALE:NOT TO SCALE
-�_�7J../l( &ixJuL`?r i:Sssskt;n�7 Pi�ia♦fxartirt,Pr pi;x i^Fu Cci 4dtiexS,n fikrPM19 BUILDINGS
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY KY 42051
� u
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
Vult=140 MPH
Vult=160 MPH
RISK CATEGORY 1
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCpl=30.18
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 SHE'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 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 BERATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNERS RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED.
��-°. �-- MASTER ANCHORING PLANS—FLORIDA—FIL'An., 2014
.%%
No.772O9 PROJECT NO:
SHEET NUMBER
STA7£ DATE 07-21-2015 A
3�Q%k OF P p • �� W=Z '
¢-0 lio(In
i DRAWN BY: KLN ����ORlO. l 11� CHECKED BY: KLN
PORTABLE B U 1 L D 11 REVISION: SCALE:NONE
SCHEDULES FOR GROUND ANCHORS W/STRAPS
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 1T-0' 14'-V 16-0- 18'-0- 20'-0' 22'-0- 24LV 26'-V 28'-0- W4r 30.0.
8'-0' 2 2 3 3
10--U- 2 2 2 3 3 3
3 3 3 3 3 3 3 3 4
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 1W-0- 12'-0- 14W 16'-0' 18'-0- 20.4r 22'-0- 24W 26'-0- 28-0° 30'-0- 32-W
81-0- 3 3 4 4 -
10'-v 3 3 3 3 4 4 - - _
11'-2- - 3 4 4 4 1 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'-W 14'-W 16'-0- IV-W 20--0' 22'-0- 24.w 2v-o- 28-0- 30'-0- 32'-0-
W-W 4 4 5 5
10'-0' 4 4 4 4 5 5 -
11'-2' 4 5 5 5 5 6 6 7 7
M� °4 MASTER ANCHORING PLANS--FLORI --
sDA FBC 2014
No.77209 -
C PROJECTNO:
5HEETNUMBER
A :_ 7 Eher K(utm`
ATE 07-21-2015DRAWN BY a ' 7 CHECKED sY: KLN SAI-PR
PO RTA B E E B U I NLD d N G 5 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'I 140' 16'-0' 18'-0'I 204" 22'-0' 24'-0- 26'-0' 28=0' 30-V 32'-0'
2 3 3 4 - - -
100' 2 3 3 3 4 4 -
11-2' - 3 3 3 3 4 1 4 1 4 4 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0'I 12'-0' 14'-0' 16'-0" i8v 2D'-0' 22'-0" 24'-0' 26'-0' 2W-W 30'-0` 32'-0'
8V 4 4 5 5 10'-0' 4 #�#
11-2' 6 6 7 7
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10-0• 12w 14-0• 16'-0' iw-w 20'-0• =-v 24-0' 2s,4r 2&-w 30-0• 32'-w
8-0• 5 5 6 8 - - - - 7 -
10-0° 4 5 5 5 6 6 -
11'2' - 5 6 6 1 7 7 1 8 1 8 8 9
s ---- MASTER ANCHORING PLANS-FLORIDA-Fr' 2014
N0.7T209 ':#'G PROJECT NO:
Ear/ /• SHEET NUMBER
DATE 07-212015
STA� Vleal-ther K S 12 AP
a CHECKED BY: KLN
PORTABLE BUILDINGS R nsloN: SCALE:
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION.PLACE W/GRAIN RUNNING 20 GA.x% WIDE GALVANIZED
VERTICALLY.ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH OUTSIDE OLT PERTO OR WI SLOTTED SPECS. FINISH
RIM BOARD W/Yz GRADE
BOLT WI WASHER SKID(TYP)
(GALV.) FINISH
GRADE
N
REFER TO SCHEDULE REFER TO SCHEDULE 'f
FOR ANCHOR INFO. FOR ANCHOR INFO.
OPTIONAL 16-x16•x4-SOLID MASONRY OPTIONAL 16"x16 x4•SOLID MASONRY
BLOCK PAD.REFER TO SCHEDULE BLOCK PAD.REFER TO SCHEDULE
FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING.(TYP)
1-BOLTED EYE ANCHOR DETAIL W/OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/STRAP DETAIL W/OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
BUDG NUMBER OF PADS BENEATH EACH SKID
WIDTH 10-0' iT-0' 14'-W 16--0° 18'-W 20-0' 2Y-0" 24'-0' 26.0' 26'-0- 304' 3Z4r
8-w 2 3 3 1 3
10'0- 2 2 2 9 3 3 -
11-2- 3 3 3 3 3 3 3 3 4
NOTES: 1.BLOCK PADS ARE OPTIONAL.
2.BLOCK SIZES SHOWN ARE NOMINAL PADS MAY CONSIST OF
EITHER A SINGLE 16x16 BLOCK OR(2)16x8 BLOCKS.
3.BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH
• BUILDING CORNER.ADDITIONAL PADS,AS REQUIRED,SHALL
BE SPACED EQUALLY.
a� :� Iva
cxn --L MASTER ANCHORING PLANS--FLORIDA--FBC 2014
*: id0.77209 •.*:NY
PROJECT NO.
= SHEET NUMBER
DAM 07 21-2015
STATE � AF—E
•tiA cw p,•• (( DRAWN BY: KLN
........ � � �� � � Q� CHECKED 8Y: KLN
PORTABLE BUILDINGS REVISION: SCALE:1=-r o
•
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION.PLACE Wl GRAIN RUNNING 20 GA.x 1Y,-WIDE GALVANIZED
VERTICALLY.ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH TO ANCHOR WI SLOTTED
BOLT PER MANUF.SPECS.
RIM BOARD W/Yz 0
BOLT W/WASHER
(GALV.)
N
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
_ FINISH FINISH OUTSIDE
GRADE GRADE SKID(TYP)
1-BOLTED EYE ANCHOR DETAIL 2-;TYPICAL ANCHOR W/STRAP DETAIL
OUTSIDE
20 GA.x 1Yi WIDE GALVANEWD SKID(TYP)
STRAP EXTENDED OVER SKIDS.
ATTACH To ANCHOR W/SLOTTED RECOMMENDED GROUND
BOLT PER MANUF.SPECS. 0¢zo ANCHOR SCHEDULE
�
WPIAINCFFO�R FINISHQ p o SOIL ANCHOR DESCRIPTION
REFER TO SCHEDULE GRADE w w m CLASS
FOR SPACING(TYP) w w 5'a-0 ROD x 4W LONG vd(1)6•HELIX
xi'4 ORODx48•LONGwI(1)6-HELIX
4a N•0 ROD x 48-LONG w/(2)4-HELIX
EYE ANCHOR-Ye,0 ROD x 48•LONG w/(1)6•HELIX
G wl 1)6•HELIX RODx48 LON
NOTE 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(T-IP)
3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL
.e� s --y MASTER ANCHORING PLANS—FLORIDA—FBC 2014
. : 4.% %
,k= PROJECT NO:
SHEET NUMBER
SPATE $ DATE 07-21-1`2015e hr •/A/■/))11 �P
5 •.,A OF p, C DRAWN BY. KW Sae CHECKED BY: KW
PORTABLE LE BUILDINGS REVISION: SCALE:1•=1=0
t
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES:
1.ANCHORING FLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, B.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 131586,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
Vult=140 MPH
Vint=160 MPH
RISK CATEGORY 1
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT. GCPi=30.18
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 MAYBE REQUIRED.ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS
SHALL BE SPACED EQUALLY.
5.WEATHERKING 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 OWNERS RESPONSBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
THE STRUCTURE
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 BUI DING.GROUND ANCHORS
SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNERS RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED.
i
MASTER ANCHORING PLANS--FLORIDA--FBC 2014
No.77209 'g*s PROJECT NO:
SHEET NUMBER
3 lrA DATE 07-21 2015° OP• `' oRAwN BY: KLNS-0-AP-R
'''$ ......... ' Vl'eather l(ing Lys CHECKED BY: KLN
PORTABLE BUILDINGS REVISION: SCALE:NONE
•
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I
Planning&Development Services REVIEW COMMENTS
Building&Code Regulation Division
2300 Virginia Avenue
Fort Pierce,FL. 34982
Phone:(772)462-2172 Fax:(772)462.6443
Page 1
PROPERTY INFORMATION
Address: 7701 Lakeland Blvd Owner(s):
i Billie Jo Anderson/Nathanial E Anderson
City/State/Zip: Fort Pierce, FI 34951
Parcel#: 1301-606-0165-000/1 Jurisdiction: SAINT LUCIE COUNTY
i
Zoning: RS-4 Lot#: 6 Block: 66
APPLICATION INFORMATION
II ermit Number: 1702-0198 Stories: Automatic Sprinkler System? No
Permit Type: SHED GREATER THAN 144 SF
CONTRACTOR INFORMATION
Contractor Name: Fax Number:
Business Name:
Email:
Business Addr:
City/State/Zip:
REVIEWS AND COMMENTS
Review Type Status Reviewed By Date Started Date Completed Date Released
DOCUMENTS MISSING PENDING Audrey Humphrey 2/9/2017
2/9/2017 Comment: 2-14-17 VEG PERMIT IN DRAWER UNDER(A)FOR ANDERSON-NO FEE
CUSTOMER SENT TO ERD WITH VEGETATION REMOVAL PERMIT.
ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 2110/2017 2/14/2017 2/14/2017
Comment:
FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 2/9/2017 2/9/2017 2/9/2017
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Gfa-Engineer 2/22/2017
Comment: PLEASE PROVIDE 2 ORIGINAL SIGNED/SEALED LETTERS BY AN ENGINEER STATING THE TIE DOWN
2/22/2017 METHOD INCLUDING TYPE,SIZE,QUANTITY AND LOCATION OF MATERIALS COMPLYING WITH THE
STRUCTURES 160 MPH WIND DESIGN LOAD.FBC 107
ZONING REVIEW COMPLETE Bethany Grubbs 2/13/2017 2/14/2017 2/14/2017
Comment:
i