HomeMy WebLinkAboutLofted BarnUN
GENERAL NOTES:
1. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH
THE 2017 FLORIDA'BUILDINGCODE:(FBC).
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THEABOVE'CODESATTHE TIME OF
MANUFACTURE.
3. DRAWINGS SHALL NOT'BE SCALED FOR DIMENSIONS.
4. STRUCTURES ARE CLASSIFIED AS -MINOR STORAGE
FACILITIES" (RISK CATEGORY 1) PER TABLE 1604_5 AND
SHOULD NOT'BE USED FOR HUMAN HABITATION
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
10..ALL ROOF DECKING IS TO BE Vl? O.S.B•.
ITEMS BY OTHERS:
THE FOLLOWING. ITEMS MAY BE SUPPLIED AND
11. ALL SIDING IS TO BE TREATED T1-11, LPSMARTSIDE
INSTALLED BY OTHERS., THESE ITEM$ MAX:BE
PANEL, OR 29 GA. METAL SIDING.
SUBJECT TO LOCAL.JURISDICTION APPROVAL
WEATHER,KING PORTABLEBUILDINGS (SNOT
12. ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED
RESPONSIBLE FOR THESE ITEMS.
SYP#2, ORBETTER.
1. THE FOUNDATION AND TIE=DOWN SYSTEM
13,ALL UN TREATED; WOOD FRAMING IS TO BE TO BE
$PF#20R.BETTER, UNLESS NOTED OTHERWISE.
2. RAMPS, STAIRS; AND GENERAL ACCESS
14. ALL FLOOR DECKING IS TOPE % TREATED PLYWOOD
3. ELECTRICAL SERVICEHOOKUP
011%-PERFORMAX500FLO.O.R-S.0EATHING. FLOORING
S 5.TRUCTURES:ARE DESIGNED FOR LOCATIONS THAT HAVE A
CLOSER THAN IB iNCHES TO EXPOSED GROUNDSHALC
3SECOND WINDGUSTOF16OMOH FOR RISK CATEGORY I
BE OF NAT.URALLYDURABLE:ORPRESERVATIVEITREATED
��.�gntrnrDBPR
STRUCTORESPER FIGURE 1609.3(3) OF THE 2017 FBC.
WOOD IN ACCORDANCE WITH 2304.12.1.1.
jt>no pn�q;gomdr.anra
Florida Man
��
6. SIDING -FASTENERS SHALLNOT BE INSTALLED IN PANEL SIDING
15 ALL SKIDS ARETO BE46 PRESSURE TREATED,
11•"•
RagAm Wcdm mr; and
to Iha M1�cw�^.q
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING
RATED FOR GROUND CONTACT.
�,.e,xeron Pa
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL.
O_+Farn'i
16. REFER,TO THE SUPPLIED FASTENING SCHEDULE FOR
Nlq„ w x on �r
7. STRUCTURE$ARE DESIGNEDFOR LOCATIONS THAT ARE NOT
FASTENING EC BASED ON CONNTION AND LOCATION"OF
IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE
MEMBERS AS PER THE 2017 FLORIDA BUILDING CODE
TABLE 2304.10.1,.UNLESS NOTED OTHERWISE.
q�RdtFaN yJ •a�s- 6ar'
USED IN OTHER LOCATIONS.
Aeo+ sew
�
e. IN ACCORDANCE WITH'FBC 1609.12, STORAGE SHEDS NOT
17. ALL EXTERIOR,NAILS ARE TO BEZINC COATED.
Aypmval Dvfe .
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA
OF720.SQUARE FEET. OR LESS ARE NOTREQUIRED TO COMPLY
18: STRUCTURES SHOULD HAVE 36YEAR RATED ASPHALT
Approtival� Nia on�mpe^` °
rr�
WITH THE'MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS
' ,SHINGLES -CONFORMING TOASTM D3161 (CLASS F)
R>alme�,gr 1ip'O'r am
t aW
OF THE 2017 -FBC.
ORASTM D7158 (CLASS H) OR29 GAMETAL ROOF PANELS.^Shta�t�
0. IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT ARE 400
SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN
19. ALL,BUILDINGS ARE;TO BEADEQUATELY ANCHORED TO
TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS
CONJUNCTION WITH ONE -AND TWO- FAMILY RESIDENCES
SUBJECT TO LOCAL JURISDICTION:APPROVAL
ARE NOT SUBJEC.TTO THE.DOORHEIGHTAND WIDTH
REQUIREMENTS OF THE2017•FBC.
DESIGN CRITERIA:
1. RISK CATEGORY 1
2. LIVE -LOADS:
FLOOR:40 PSF
LOFT10 PSF
ROOF.: 26 PSF
3. DEAD LOADS:
FLOOR: 4 PSF
ROOF:SPSF
WALLS: 3.PSF
4. WIND LOADS ARE BASED 014THEFOLLOWING:
ULTIMATE DESIGN WIND SPEED:
(2D17 FBC FIGURE-1609.3(3))
V61t = 160 MPH
NOMINA(, WIND SPEED, Vasd =124 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT:
NDI
GCpI #0.18
COMPONENTS 8 CLADDING:
f EFFECTIVE WIND ARE N,. Ae = 10 FT'
al4b-I
q
ROOF ZONE 1 = 19.3, -30.3 PSF
ROOF -ZONE 2 19 3,-53.9 PSF
ROOF-ZONE3 19.3, -76.9 PSF
WALL:ZONE4 33.5,-36.3PSF
WALL -ZONE 5 = 33.5, 44.8 PSF
Validated products
EFFECTIVE WIND AREA, Ae =20 FTa
In do1hpliance NNith
ROOF -ZONES = 17.6.-29.8PSF
ROOF -ZONE 2 17.6, -49 0 PSF
6:31iie$9ds2Ub3
ROOF -ZONES 176,-737PSF
Product fi.;spreVa1
WALL-ZONE4 = 320,-348PSF'
WALL:ZONE 5 = 32.0, 41.8 PSF
V WIDE ROLL UP DOOR:
DESIGN. PRESSURE =+36A, -332 PSF
NOTE: C&C WIND PRESSURES SHOWN MAY BE
REDUCED FOR LARGER AREAS AS ALLOWED
BYCODE
5. CONSTRUCTION TYPE: V-B
J "N°" ,--..
LIFTED BARN--FLORIDA--WIND=160 MPH --FBA 2017
`t •y�CE1VS'.
•=,
Approved by Phllllp E Robbins
/7q .FlorldpPa PE�48f017�0
Wea-Ithwis%w Kinge
PROJECT NO:
SHEET NUMBER
0_O_LU
`{t ;` NO.77209 *
* 5
STATE
p •AL R c
O iVQ
DATE. 11-15-2U97
DRAWN BY: KLN
CHECKED BYc KLN
!n
REVISION:
°amr)mma
Plen-Nod Det :
PER172064 '12- 14T
PORTABLE g�� BUILDINGS -
SCALE: NONE
FASTENING SCHEDULE
DESCRIPTION OF:BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
ROOF FRAMING
3 -Bd COALMOt4 (2Y/' x 0.131 �
1, BLOCKING BETWEEN.COUN3 JOISTS OR RAFTER5TO
1' 10d SOX(3` X 0,12Bj ...
EAck" iCE1 i
TOP PLATE OR OTNER FRAMING.
A-3'x0.131'NALLS'
eW t CG(W STAPLES,%a CROWN
--
2-8d COMMON (2%' x 0.131*)
2.3' x 0.131'.NAILS
EACH END. TOENAIL
2. BLOCKING BETWEEN RAFTERS NOT AT THE WALL TOP
'2' 3' 14 GAGE STAPLES
'2-16d COMMONg'x0.1627
PLATE, TO RAFTER.
3-3'.x0./31'NAILS
END NAIL
3-3'14 GAGE STAPLES
COLLAR TIETO RAFTER
REFERENCE SHEETS"0 AND S-21
FACE NAIL
3=16d,CO MMON (3- x 0.146ry
3-10d EOX'(3Px'' x0.1=
b
RAFTER TO TOP PLATE
4-10d SOX(3-)i0.12B7
a-3•xti.t3r rig0.S
TOENAIL
.Q.-W 14 GAGE STAPLES. Fe' CROWN
3-ed domicN M' x 0.1,3j!
CEOJNG JOISTS:TO TOP PLATE
i-tOd BOX(?• %o.tx6)
3-3• x 4GATA
EACH JOIST. TOEJQJL
]-3. 14 GE STAPLES,,(ICROWN
GAZE
WALL FRAMING
16d COMMO14(311-x 0.182)
24.6.G. FACE NAIL
STIR) TO STUO,(NOTATBRACEDWALL PANELS)
10d BOX(31LD.120')
'
3'x 0.131' NAILS
iB' O.O. PACE.NAIL
3.T M GAGE STAPLES
16d COMAI01405-k 0.162)
10'0LFACENAIL.
STUD TO STUDANDASMING STUDS ATRrtERSEGRNG
ISd BOXTJ 1j 0AW)
I e, O.0 FACE.NAIL
WALL CORNERS(AT BRACEDWALL PANELS)
-- -
3•x0.13AGE-4
3.3' 14 GAGE.STPPLE6,: /Ia'CROWN
120.C: FACF-NA0.
" -
_
'CONTINUOUS HEADER TO 67TI0 -
4-6dcOM040N.(2x' 0.1317
-;10d BOX (3'x 0.128')
TOE
NAIL4
I6d,COMMON(3!t -q-I62)
10-O.C-F(1Ct NNL
TOP PLATE TO TOPPLATE
10d BOX (3')40,128')
3'X0:131' NABS
17 OIC. FACE NAIL
3.14 GAGE STAPLES, %c' CROWN
FASTENING SCHEDULE (CONT)
DESCRIPTION OF BUILDING` ELEMENT NUMBERAND TYPE OF FASTENER SPACING AND LOCATION
VVALL.FRAMING (CONT.)
0'=i6dCOA810N (�'%0.182)
1Pd BOX (3'x0.12B�
EACNSIDE Or ENDJOIHT. FACE NAIL,
TOP PLATE TO TOP PLATE, AT END JOINTS
12. 31• NA85
MNIMUM 24• LAP SPLICE LENGTH
r I401
1Y':3' 14lrADESTAPLES, X4' I.,ROWN
EACH SIOEOFEND JOSTT
18d COMMON (i5'x0.1B21
160.C. FACE NAIL
BOTTOM PLATE TO JOIST, RMJOIST. BAND iDIST. OR
1Sd BGX.(JYL•x 0.1357
BLOCKING (NOTAT BRACED WALL PANELS)
3'x0.131'N41IS
12.O.C.FACENNL
3' 14 GAGE STAPLES. % CROWN
.
2'-1 Gd COMMON (3Y,'%0.161)
BOTTOM PLATETO JOIST, RIM JOIST. BAND JOIST. OR
3',18d SOX(3K'AD.T36•)
16.OA.FACENAIL
BLOCK%(AT BRACED WALL PANELS)
4=3?:0.131-"LS
4-T'14 GAGE STAPLES, %e.CROW N
4,; lid -COMMON (24'x 0.1311
44--w3•x0.13{'FWLS BOX AI1 -
TOENA'LB 0.
%i -3. 14 GAGE STAPLES, 74C CROWN
-
STUD TO.TOPDRBOTTOM PLATE'
-
1&J COM Ni3Y•x0.1B2')
0-T0d 2 10.0.7L;
3='3'x0.13I-NMLS
ENDNAIL
3-3' 14 GAGESTAPLFS. %W CROWN
:2-16d COMIJON (SY' D:102'j-
TOP PLAIES.fAPS ATCORNERS AND INTERSECTIONS
k0;120')
0710d a-'OOX(A 7x0.131`NAJIS
FACE NAIL
1�'3d 14 GAGESTAPLES; �(ia GROL7'N;
FLOOR•F.RAMING
-
a-B4 wmMDN ftJ4'x0,t3t•) -
JOISTTO SI00 _
��
5-10d0.131' D.
,3-3•x0.131 NAILS.S,
TOENAIL
-At
3-7141;mrs APLES,y'.CRCm
�1p
W.0.13V
'3'xwxA,;NAIES
24,•O.c..FACENA(LATTOPMLDaoTTOM
DOCI�ABb..Ii.B`i1�
'�4J�j��O
3•14 GAGE3TAPLES.(4e CROWN
.STAGGEkmomi OPPOSITE SIDES.
.AND:
BUILT4JPBEAMS
3-IGdrxBOX(rX0.1
_3-0xD.728- ILs
ENDS AND AT EACH SPLICE• FACE NAIL
3-3' 14 GAGE STAPLES; Uie. CROWN
3-IWCOWMX(DY 0.162-)
4-10d,BOX(3'A0.12(F)"
ENDNAIL
JOIST TOBAND JOIST OR RIM JOIST
4-3- 0.131'NAILS
4-3•}NAGESTAPLES,:Ss CROWN,
- \\l\111111111i!/y//
NO
LOFTED BARN--FLORIDA-WIND=160 MPH--FBC 2017.
* ; No-77209 ; *
Si ATE =
3� ,•�' ',��� �
G
�4/nivalln\\11I1 ►S � 1T
__ ....
Approved by Phillip E RobblDs
PE99070
®.n'5�'JF,p�D Fgu�-
PIED No. Dal
PER172064 12-T1-17 .
`la •
oKi'nl'g'-
ffier
,�a �tA � � Q � �.' �'
_
PR0JECTN0-
SHEET NUMBER.
Oil -LB
SCALE: NONE
11152 017
DRAWNSY:OF KLNFloilB
CHEC�D BY: KLN
REv(s1CN:
FASTENING SCHEDULE (CONT.)
DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYI SPACING AND LOCATION
sudFL60R, ROOF AND INTERIOR WALL SHEATHING '
EDGES
(INCHES),
INTERMEDIATE SQP . PoR . TS
(INCHES)
WTOW
6d WIMMON OR WORMED(Tx 0.(13') (SUBFLODR
ANIJWAU)'
a
12
Od BOX OR IYEFOMMD(? .0.113') (ROOF)
B
12
:?w.o.IirwL-(SUaROORANDWALL)
a
12
IW 10 GAMlSTAPLr,'/#'CROWN
{SUBFLOORAND WALL)
4
a
a
IY4- 15 GAGE STAPLE.Y. CROWN(RDOF)
.3
OdCOMMON 0!3IA
OdrORM(61,
-
12
EXTERIOR WALL SIDING
3V,LP SMARTSIDE PRECISION P-M-EL OR
W, SIDING
6
3
6
m NAILS SPACED ATO INCHES AT INTERMEOMTESUIIPORTSWHERE -�AHSARE48 INCHES OR MORE NABS FOR WALL SHEA PERMITTED TO BE COMMON. BOY, OR CASING.
0. IV TH=Llnowr IS MSTIENE
ANAWACENTPARAU.ELCEtL[NGJOISTIN.�CCORDANCEVfMIT116S�EDULrN .- DTOTIBETOPPLATEIN
ACCORDANCE
WM THIS F. THE NUMBER OP TOENAILS IN THE RAFTER SHALL BE FERMTED TO BE REDUCED By ONE i"JL
Alls,111,104,
,100.,g
o
LOFTED BARN--FLORIDA--WIND=160 MPH-- BC 2017
1�y 4*N
Z' Nio.77209 S PROJECTNO: PER
SHEET NUMBER
DATE: 11-152017
41A S-0.2-LB
0� 0 Appm�ed by Phllllp E Robbins bmpm BY: KLN
Flodda PE49070 M�omftli( --- -
Weather■PKP)cEE? KLN
Plan No. 'f0bwV FORTABLIE BUILDINGS REVISION', -SCALE: NONE
PERI72064
3T-0MAX LENG.TI,(TP=2" WIDE)
2b'-b- MAX LENGTFQ10'-U° WIDE)
16'-0• MAX LENGTH (B'-W WIDE)
9
OUTSIDE 4z6 TRTD SKID'
- ( 'EQ'D;FOR 11'-r WIDE
;F.
BUILDINGS ONLY)
INSIDE4x6 TItTD SKID
N
9UTS)pD4x6 mm SKID
(REO D Fal l l -2"WIDE
I I I I I I I I I I I BUILDINGS ONLY)
TREATED RIM JOIST
CONT. 2x4'TREATED FLOOR JOISTS@.161 D.C. MAX.{6' WIDE) _ (TYP)
CONT ;2x6 TREATED FLOOR JOISTS:@ 16.O.C. MAX (1D' & 11'-2' WIDE) 9�
�
(SPLI6ED JOISTS ARE NOT PERMITTED) b QVE®
w
TYPICAL FLOOR FRAMING PLAN
.• �N o
"N
LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2017
. y�GEAIg�
No.77209 ; ,*
* _
q STATE _
7!
OF
•., Cp�OP• .
Approved by Ppllll E Robb
Flodda PE 9070
'
PROJECTNO:
SHEET NUMBER.
S-1.0—LB
DATE 11-15-2017
DRAWN BY: KLN
,,
, ,WeatherKingCHECKED
BY: KCN
REVISION:
PIanNoDel:
PER772064 12-11-17
PORTABLE BUILDINGS
SCALE: NOT TO SCALE
c
a
C
c,
No.77209
264`MAX LENGTH (Ib'''WIDE)
n
o
4'-0* OR:6' W
PORCH 2x4 STUD WALL TREATED. RIM JOIST
ABOVE (TYP)
3
S32
t+
SPAN OF TRTD
PORCH DECKING
4x6 TRTD POST CONT. 2x4 TREATED FLOOR JOISTS @ 16- O.C. MAX, Qr WIDE)
ABOVE (TYP) CONT. 2x8 TREATED FLOOR JOISTS Q 16'-O.C. MAX.(IV& 11-2" WIDE);
1 (SPLIgED JOIST$ ARE"NOT PERMITTED) .
SaU
TYP
LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4x6 TRTD SKID'
BUELDiNGS ONLY)wIDE
INSIbE4x6 TRTD SKID
OUTSIDE Ax6 TRTD SKID
(REQ'b FOR .11'-2 WIDE
BUILDINGS ONLY)
LOFTED BARN--FLORIDA--WIND=160 MPH--FBC 2017
- I.- SHEET NUMBER:
DATE 11-1&2017
yy fE RRVM BY:
Wea-therCHECKED By.- ARB
3A/nS a PORTABLE BUILDINGS REVISION: SCALES NOT TO SCALE
&-0: MAX LENGTH (I V-2'WIDE)'
20'-0- MAX LENGTH (10'-0" WIDE)
Y _ TREATED RIM JOIST
o G (TYP)
OUTSIDE 4x6TRTD.SKID
_ (R.EO'D FOR W-r WIDE
BUILDINGS ONLY)
N
q. INSIDE 46 TRTD SKID
O
p..
4
0
OUTSIDE 4x6 TRTD SKID
,(REO'D FOR 111 * IDE
0 "BUILDINGS ONLY)
3 0.
'S31 -
OPP
2X9 STUD -WALL
4x6 TRTD POST 1ABOVE (TYP) PONT. 2x4 TREATED FLOOR JOISTS Q 16 O.C. MAX. 10 WIDE)
ABOVE:(TYP)CONL 2x6 TREATED FLOOR JOISTS Q 16" O.C. MAX (10'& 91'-2" WIDE)
�=2(SPLICED JOISTS ARENDT PERMITTED)
RTD
12'-0"MAX PORCHRCH DECKING ��QQ�
SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) uDOC�li1
ENT
aa,uuunnp,.
�. LOFTED BARN--FLORIDA--UVIND-160 MPH--Fllf' 2017
* ; No.77209 * PROJECT NO; SHEET NUMBER
* _ `
DATE 11-15-2017
S-1.2-LB
Approved by Phillip ETiobbins 'orwwN BYi KKLN
LN
•. GpRIO ,,, +` . FI''y PE-49- 070 t h r KingoCHE.KED BY:
Plenty at:_7 PARTA l�� E$!JEl�DIf1\I�r5 REVI$�QN: SCALE:NQTTOSCALE
I
L-
No.77209
W STUD WALL
ABOVE (TYP)
3
II
S-3.2
-H
SPAN:OF TRTD
PORCH DECKING.
4x6 TRTD POST
ABOVE (TYP)
S-32 S32
TREATED RIM JOIST
cow
(SPU
DELUXE. LOFTED BARN CABIN FLOOR FRAMING PLAW (bPTIONAL)
LOFTED BARN--FLORIDA--WIND=160 M
t Robbi-s ...... ....
;z-_- W--- eather Ingo
F!tj,� - 1-7 PORTABLE BUILDIN 5
OUTSIDE 4x6 TRM SKID,
INSIDE 46 TRTD SKID
OUTSIDE 4x6 TRTD SKID
T_j:Z.WED, FLOOR JOISTS 910- O.C'.,MAX,
;E.D.40ISTS ARE NOT PERMITTED)
PH--FBC 2417
N Q; SHEET NUMBER
11-15-2017 -
KLN
By-* KLN
SCALE:.NOT TO SCALE
32'-W MAX LENGTH
OUTSIDE 4X6 TRTD SKID
INSIDE 4x6 TRTD SKID
OUTSIDE 46 TRTD SKID
'ATED FLOOR. JOISTS @ 12':O.C.
(SPLICED JOISTS -ARE NOT PERMITTED)
LOFTED BARN W/ ROLL -UP DOOR FLOOR FRAMING PLAN,
{OPTIONAL):
LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2017
'PROJECT NO:
SHEETN,OMBER.
o^� 11-15-2017
Approved by Phillip E Robbins
Florida PE-49070 DRAWN BY: KILN
®WeatherWinge CHECKEOBY.- KLN S-1.41B
Non No.
72064 T;t$47 PORTABLE BUILDINGS REwsioNe SCALE: NOT TO SCALE
3Z-O-MAX.LENGTH (IV-2"WIDE)
20'-W MAX LENGTH (10=0" WIDE)
16'V MAX LENGTH (8'-0" WIDE)
O
1N
m
RIDGE
O
�y
m
�.SKIOP-BUILT ROOF TRUSSES
AT 24" O.C. REFER TO SHEET S-2.3
ROOF FRAMING PLAN
FASTEN ROOF SHEATHING TO
FRAMING AT 4 INCHES O.C. AT
EDGES AND. IN THE FIELD WITHIN
THE ENU STRIP AT EACH ENDWALL
REFER TO FASTENING SCHEDULE
FORADDITIONAL INFORMATION.
FASTEN ROOF SHEATHING TO
FRAANIING AT 61NCHES.:O.C. AT
EDGES.AND IN THE -FIELD, UNO.
REFERRTO'FASTENING SCHEDULE
FOR'ADDITIONAL INFORMATION.
VARIES�-0.
.ROOF SHEPiTHING DIAGRAM
��� s --..
E!V'•
LOFTED' BARN—FLORIDA—WIND=160 MPH: —FBC 2017
y
..
8 r
*f No 77209O
STATE
O OF A, s
._.. .. _.. .......
Approved byPhillip E Robbins
Florida PE�496�7/0
° °
her
DATTE, NO„
S HE ET NUMBER
SARB
11.1 5,20'I T
ORAWN BY- KLN
CHECKED.BY: KLN
�� - - '• p 'p
%GO'F'�"^
74
�w���
��(p�mnmr��ofl IS -I
plan Dal •
PER172064 12-i1-1Z
PORTABLE BUILDINGS
SCALE: NOT TO SCALE
REVISION:
r.
SHOP BUILT TRUSS @.24- D.C.
SEE SHEET W 3 FOR
ADD'L INFORMATION.
6W T7-11 SIDING,.
% LP SMARTSIDE
PRECISION SERIES
190 SIDING', OR
29 GA METAL SIDING
(REF NOTES)
m I (2)'4X6 TRTD SKID
2x4 LOFT.J
@24" O.C..
DOUBLE
TOP -PLATE
B=D"
& WIDE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS'S-0.1 $,S-0:2
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE..
%B° OSBDECKING. W1
ASTM D3101 CLASS F OR
AST,4 137156 CLASS H
ASPHALT SHINGLES OR
29'-GAGE METAL ROOFING
(REF NOTES)
YIC OSB DECKING
@ LOFT.AREAS:
PROVIDE PONT. METAL
DRIP EDGE AT EAVES
ANb GABLE ENDS.
REF: DETAIL3IS-3.0,(TYP)
"2x4 STUDS @ 16" O.C.
iv
%' TREATED PLYWOOD OR
PERFORMAX-500 FLOOR
DECKING.
2x4 TRTO FLOOR JOISTS
@ 1 w O:C. MAX
SHOP BUILT TRUSS @24"'O.C.
SEE SHEET $43 FOR
ADD'L INFORMATION.
4�*
%" T1-11 SIDING,
V LP SMARTSIDE
PRECISION SERIES
190SIDING, OR
29 GA METAL SIDING
.(REF NOTES)
(2) 4x6 TRTD SKID
NOTES FOR METAL WALLIROOF PANELS::
1) METAL WALL PANELS WITH THE RIBS,RUNNIN.G HORIZONTALLY
SHALL BEATTACHED TO OSB WALL SHEATHING' -PER
DETAIL 4 ON SHEET S=3.3'ANDDETAIL f bN SHEET6-14:,
2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE WITH
DETAILS 2 AND 3ON SHEETS-3.3.,
3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
SHALL BE ATTACHEb.IN ACCORDANCE WITH DETAIL 3 ON SHEET 5-3.3
4) METAL PANELS ATTACHED:TO OSB'DECKING SHALL BE ATTACHED
IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3
BUILDING SECTIONS
7/o bSS DECKING W/
ASTM D3161 CLASS FOR
ASTM D7156 CLASS H
ASPHALT SHINGLES OR
29-GAGE.METAL ROOFING
(REF NOTES)
/s" OSB DECKING
@ LOFT AREAS.
R)jOVIDE CONT. METAL
DRIP EDGEAT'EAVES
ND GABLE ENb&
DETAIL WS-3:0 (TYP)
)2x4STUDS@16"O:C.
CI.REF.
2x6LOFTJ0ISTPROVIDE
DOUBLE
WALL
@ 24" O.C.VERTICAL
STUDS.AT rSIDING
SEAMS
DOUBLE
TOP PLATE
W TREATED PLYWOOD OR
P.ERFORMAX500FLOOR
DECKING:
t 5'-4'
246= ,gTDfLOOR JOISTS
@ 16"O.C. MAX
1'0` WIDE
, vt
say ;y.r„ 4 r �;,t
Y
��°°_A'"° L N°"°=
LOFTED BARN--FLORIDA--WIND=160.MPH--FBC 2017
Sk
-•. STALE.
,� Gp P
� �'•.�OR10•"•" �:
A ro
pp v to ida PE-4 E Robbins
.yA�FloridpaPE�rQ49�07�0
4
e t s
�+
PROJECT NO-,
SHEET NUMBER.
S-2.0-LB..
DATE' 11-15-2017
DRAWN BY:
�i �. -��, ..
�.�,,n
aa Imo!
Morm n c
CHECKED BY: KLN
rrrrururunnr`�1! lS-, .7,
!
Plan No Dai
PER172064 'POh-17
�iORi'g� BUILDINGSREVISION:
SCALE: 114'=1'-0•
to
SHOP BUILT TRUSS@24" O.C.
SEE SHEET;S2:3 FOR,
ADD'L INFORMATION.
%" Tt-11 SIDING.
`7 %•LPSMARYSIpE
PRECISION SERIES
19D'SIDING, OR:
.29 GA METAL SIDING
(REF NOTES)
v
(4) 4x6 TRTD SK
2x6 LOFT JOIST
@34" O;C.
DOUBLE
TORPLATE
11?2"
if-2" WIDE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS ".1 $ S-0 2
FOR MEMBERATTAGHMENTS UNLESS NOTED OTHERWISE.
Via" �OSB DECKING W/
ASTM 153161:CLASS FOR
ASTM D7158 CLASS:H
ASPHALT SHINGLESOR
29-GAGE METAL ROOFING
(REF NOTES)'
OSB DECKING
@LOFT AREAS. .,
PROVIDE CONT, METAL
DRIP EDGE,AT EAVES
.AND'GABLE ENDS.
REF. DETAIL 3/q-3" (TYP)
2x4 STUDS @ 1-- O.G
PROVIDE.DOUBLE
STUDS. AT WALL SIDING
CA VERTICAL
SEAMS
V." TREATED PLYWOOD OR
PERFORMAX SOD FLOOR
DECKING.
2x6TWO FLOOR
JOISTS @16" O.C. MAX
BUILDING SECTION
NOTES FOR.METAL WALUROOF PANELS:
1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY
SHALL BE ATTACHED TO OSB WALL SHEATHING PER
DETAIL 4 ON SHEETS-33 AND DETAIL ION SHEET S..3.4.
2) METAL WALL PANELS WITI{THE RIBS RUNNINGVERTICALLY
SHALL BE, ATTACHED: TQ;2x4GIRTS IN ACCORDANCE WITH
DETAILS 2 AND 3 ON SHEET S-3 3.
3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S•3.3
4) METAL PANELS ATTACHED TO OSB DECKING SHALL BE ATTACHED
IN ACCORDANCE:WITH OiETAIL4.ON SHEET S-3.3
1
u r pit?ii
NO -=
LOFTED BARN--FLORIDA-WIND=160 MPH--FBC 2017
S.
No.77209
* =
STATE ce
O OF P �ti �`
RCHECKED
Approved by Phillip E Retibins
QQ Flo�rldepPE®48�07/0 �.Weather
PrmJECTNo:
SHEETNUMBER
S-21—LB
DATE 11-15-2017
DRAWN BY: KILN
BY: KLN
.. .
���!!!
lS-17
PIePER172064 'P?2?147
PORTABLE BUILDINGS
RMSION:
REFERTO DETAIL 5 ON,
SHEET S3.1 FOR''STRAP'
ATTACHMENT. (TYP)
%"-16GAMETAL
BRACING STRAP'
(NOT REQUIRED FOR .:
WALLSISHEATHED
WITH WOOD SIDING
OR OSB SHEATHING). 4-0` MAX
(gyp) OPENING
ROOFTRUSS
�-.2x4 STUDS @ 16" O.C.
LAP "THE TOP PLATE
FROM YHE7SIDE WALL
OVER THE,EN0. WALL PLATE
\ AT EACH CORNER:
DOUBLE TOP PLATE
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT.(TYP)
8' WIDE FRONT ENDWALL
ROOF TRUSS
2x4.STU0S @. 16" O.C.
REFER TO DETAIL 5 ON
SHEET SSJ FOR STRAP
ATTACHMENT. (TYP).
DOUBLE TOP PLATE
1Y4" 16 GA METAL
OPTIONAL WINDOW
NDI
BRACING STRAP
36" WIDE MAX .(TYP)
aA'pE�`�
(NOT REQUIRED FOR
WALL$.SHEATHED
LAP PLATE
WITH WOOD SIDING
THE TOP
FROM THE SIDE WALL
OR OSB SHEATHING).
OVER THE END WALL PLATE
(TYp)
AT EACH CORNER.
REFER TO DETAIL 4 ON
- SHEET S3.1 FORSTRAP
ATTACH STRAP TO EACH
YJ
ATTACHMENT, (TYP)
STUD W/.(2) Sd NAILS MIN.
(TYP)-
ru-
8' WIDE REAR ENDWALL
REFER TO DETAIL .5ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
tY' - 16 GA METAL
BRACING STRAP
(NOT REQUIRED FOR , . .
WALLS SHEATHED
WITH WOOD SIDING
OR OSB SHEATHING).
(Typ 6'-0' MAX OPENING
ATTACH STRAP TO'EACH
STUD W/'(2) 8d NAILS MIN.
(TYP)
ROOFTRLISS
Zx4 STUDS @ 16" O.C.
OOUBLETOP PLATE
LAP THE TOP PLATE
FROWTHE SIDE WALL
OVER THLEND WALL PLATE.
AT EACH CORNER.
REFER TO DETAIL ON
.. SHEETS3.1 FORSTRAP
ATTACHMENT-. , (TYP)
1'T-2" V4(IDE.:FRONT ENDWALL
(10" VIWIDE SIMILAR)
2x4 STUDS @ 16' O.C. ROC
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP.)
1Y' -16, GAMETAL
BRACING'STRAP
(NOT REQUIRED FOR
WALLS SHEATHED
WITH WOOD SIDING
OR OSB SHEATHING). �(
(TTP) It
ATTACH STRAP TO EACH
STUD W/ (2) 8d NAILS MIN.,
(TYP.)'
11'-2" WIDE REAR ENDWALL
(10' WIDE SIMILAR)
DOUBLE TOP PLATE
LAPTHE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH: CORNER.
REFER TO DETAIL 4 ON.
r- SHEET S3:] FOR STRAP
ATTACHMENT. (TYP)
NO�rrgrrr,,��
LOFTED BARN--FLORIDA--WIND=164 MPH--FBC 2017
*
s►'ATE
p ; q OF 4
• �
Approved byy Ph'1 jp E Robbins
Felorida PEQ990p7/0
eRoaEcrNo:
SHEET NUMBER
S-2.12-LB
DATE 11-15 2017
DRAWN BY; KLN
CHECKED�BY: KLN
��
,�t,Y4j0
�10%m.y �yq+s
q�
at ''!ar i g
Q/rp/��lpttttt�+)�.15-I%
Plan ND: Det
PER172064 12-�1-17
V�
PORTABLE BUILDINGS
SCALE: NOT TO SCALE,
REVISION;
GENERAL NOTES:
1. REFER TO SHEET S-0 FOR DESIGN LOADS.
2._MAXIMUM TRUSS SPACING = 24' O.C..
3. TRUSS.TOP CHORD SHALL BE BRACED W/ STRUCTURAL WOOD
SHEATHING -ATTACHED DIRECTLY TO TRUSS MEMBERS.
4. ALL TRUSS MEMBERS ARE TO BE SPF #2 OR BETTER.
5. TRUSS PLATES ARE TO BE A MINIMUM 6F.2016AGE (MT20)
HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS.
6. REACTIONS DUE TO WIND ARE BASED ON'MWFRS END"ZONE
PRESSURES:INDIVIDUAL MEMBERS OESIGNl DFORZONE2
COMPONENTS.AND CLADDING WIND PRESSURE.
7. DEFLECTION MEETS U240 LIVE LOAD AND'U180 TOTAL LOAD.
8. LO, Q URAT10N ADJUSTMENT FACTORS;
LIVE: 1.25
WIND: 1.60
9 REPETITIVE.MEMB.ER.INCREASE: 4.15
10,;HQRIZONTAL THRUST IS TO BE RESISTED.BY LOFT JOISTS.
REFERTO SHEETS S-Z% S-2.1, AND S-3.0: FOR LOFT JOIST SIZE,
AND -ATTACHMENT INFORMATION.
�N
V
2x4TRUSS
MEMBER (TYP)
2x4 TRUSS
PLATE (TYP)
s�
i
\-�• SEE NOTE 10
MAX REACTIONS
HORIZ: 122 LBS..
NET UPLIFT: -165 LBS.
GRAVITY; 252 LBS.
8' WIDE LOFTED BARN.TRUSS
2x4'TRUSS
MEMBER..(TYP)
`o
— SEE NOTE'10 --
MAX REACTIONS
HORIZ: 121 LBS.
NET UPLIFT: -238 LBS.
GRAVITY: 315 LBS.
10' WIDE LOFTED BARN TRUSS
2x4TRUSS
PLATE (TYP)
2x4 TRUSS
MEMBER (TYP)
4;g T, 20 TRUSS
PLATE (TYP)
s
° SEE NOTE 10
11'-2'
- .a
MAX REACTIONS'.
HORIZ: 125 LBS::
NET UPLIFT: -270 LBS.
GRAVITY' 352 LBS.
11'-2"WIDE .LOFTED Bi4RKTRUSS:.
s --.
LOFTED BARN--FLORIDA-410=160 MPH.--FBC 2017
IVo.77209
* =
STATE
O v OF
'• �OR10P �
Approved byy,Phlillp.E Robbins
Florids�PE�A60gg7��0Wo*ath
�i.�w
aRoaEcrNo;
SHEET NUMBER
,/j/j/j��,,,� I (B�
DATE 11-15-2017
DRAWN KLN
cHecKeO eY: KLN
.. ... `
tir
L '��_I�i�
y„uuumupl.
Plane ppal:
PER172064 12-'?1-17
a�
POP - BLE BUILDINGS
REVISION:
SCALE. NOT TO SCALE.
ATTACH SIDING TO
WALL FRAMING CONT. 2x TREATED RIM BOARD
Wiled NAILS @ 6" O.C.- W) 3" NAILS @ 6" INTO BRIDGING ATTACH LOFT JOIST
IN FIELD &ALONG & (3) 3" NAILS TOENAILED INTO SKID TO TRUSS w/
EDGES. (SPACE NAILS - ,(5)40cI NAILS MIN
AT 3" O C. ALONG (3) 3" NAILS
MET
PANETHROUGH FLOOR JOIST (4) 3" TOE NAILS ALQRIP ROOF
ENDWALLS) BOTTOM PLATE INTO v
ATTACH
INTO EACH STUD _ w/ 1.'x'� STAPLES
' @ 12" O.C.
(3) 3" NAILS J X
CONT. 2x4 TRTD J
BRIDGING'W/ z 16 SKID
(5) 3kNAILS IN E9
1-TYPICAL DETAIL EACH SKID __ 44,,
V
ROOF TRUSS 2-FLOOR JST TO SKID DETAIL
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.
-ALTERNATE TRUSS
HOLD DOWN DETAIL
NOTE:
ALL MEMBERS
ARE 20
38" MAX
%e OSB DECKING.
/-- LOFT JOIST
SIMPSON MTSI6'STRAP
w/'(1)10d x 1Y2" NAILS°(MIN) IN
EACH -END OFTHE STRAP
AT EACH TRUSS. WRAP AROUND
T CON2x4 (RIPPED)
AND NAIL TO WALL TOP. PLATE
wl (�2) 8":NAILS INTO
'
WHEN TRUSS.DOES NOT LINE
EACITTRUSS
UP WITH A WALL.STUD BELOW.
REF DETAIL 41S-3:0 FOR AN
TOE NAIL TRUSSMOIST
ALTERNATE HOLD DOWN OPTION
TO TOP PLATE W/
IN LIEU OF THE METAL STRAP.
(4)10t1 NAILS MIN
_DOUBLE
TOP PLATE
3-LOFT EAV..E DETAIL
DOUBLE 2x4(TYP)
TOP PLATE 3" NAILS @ ENDWALL;HEADER FOR
OPENINGS UP TO 6'•O!.
8" O_C, SIDEWALL HEADER FOR
OPENINGS UP TO V-W-.
(2)2x4 w/�/s":OSB
FLITCH PLATE
(1) 2ic4, FLAT NOTE: SIDEWALL HEADER
`FOR
UP
B'�0`
ALL, MEMBERS FF�� OPENINGS ,
III
ARE 2z4, UN0
(3) 3" NAILS 38" MAX
(TYP)
STUD
DETAIL (CD- ENDWALL DETAIL (QD_ SIDEWALL
5-TYP WINDOW.FRAMING
(2) F ITCH PLATE
SIDEWALL HEADER
FOR OPENINGS
UP TO 8'-0"
NOTES:
1. PROVIDE 2X4 JACK STUD UNDER EACH END OF LOAD
SEARINGHEADERS. NAIL TO ADJACENT STUD. PER
FASTENINGSCHEDULE. NOT REQUIRED AT END WALL
OPENINGS.
15-DOOR HEADER SCHEDULE
No,°- LOFTED BARN-FLORIDA-WIND=160 MPH--FBC 2017
` " '•V�GEIVSt�`
,p No.77209 * NOTE REFER TO FASTENING SCHEDULE ON SHEETS S+0.1 AND S-02 FOR PROJECT NO:
_ = ATTACHMENiINFORMATIONNOT NOTED ON THIS SHEET . SHEETNUMBER
pptpvod b PhIIIIp E Robbins
Flare PF449DD7�0
a u-, ^WeathAnkr
P�� EBUILDINGS
DATE 11-15-2017
It A
so®
SCALE: I°=V-0
Rico
V
DRAWN BY: KLN
CHECKED BY: KLN
�ER772064 12a1�1-1,7
REVISION
9
ROOFTRUSS TOP PLATE
(TYP)
SIMPSONMTS16 STRAP
wt (7) iod x %"'NAILs (MIN)
IN EACH END OF THE,
STRAP AT EACH TRUSS,
WRAP AROUND, TOP PLATE..
REF DETAIL 41S- .O FORM
ALTERNATE HOLD DOWN
OPTION IN LIEU OF THE
MEI'ALSTRAP..
PORCH POST BEYOND.
REF DETAILS.ON
SHEET S3.2 FOR
ADD'L INFO.
1- WALL TOP PLATE SPLICE DETAIL
1/s' OSB DECKING;
LOFT'JOIST
DOUBLE TORPLATE
EXTENDED FROM
BUILDING
O Im I . DOUBLE
rOP PLATE
VARIES (SEE PLAN)
I
30TTOM PLATE
JOINT
TREATED 2x4 x 6'-0• LONG
SPLICE PLATE CENTERED
ON SPLICE, EACH SIDE OF TREATED 4x6
SKID w! 2 ROWS 10d NAILS 1 SKID
@ 4. O:G STAGGERED
1Y4--16 GA STEEL'STRAP.
W RAP AROUND JOIST &
NOTE: REFERT0 9)S3.0 FOR INFO NOT SHOWN. '4-STRAP ATTACHMENT
3-PORCH EAVE DETAIL SCALE =1Yi =1'-0'
2- SKID SPLICE.DETAIL NIA
"fMOVED"o
MENT
;DOUBLE
TOP;PLATE
1Y4" -16 GA STEEL+STRAP,
WRAP OVER WALL TOP
PLATE: PROVIDE (3}:ed
NAILS INTO TOP OF PLATE
PROVIDE (5) 1Dd NAILS MIN
INTO STUD! SIDE OF PLATE.
STUD
5-:STRAP ATTACHMENT
SCALE =1Yz• = V-0'
S" NAILS
2x4 STUD
(END'WALL)
(2) 2x4STUDS
(SIDE WALL)
3• NAILS.@ 1Z O.C.
STAGGERED
6-TYPICAL CORNER DETAIL
�� LOFTED BARN-FLORIDA-WIND40 MPH--FBC 2017
* �• N0.77209 •: *'
NOTE: REFEKTOFASTENING SCHEDULE ON SHEETSS,0.I AND S-0:2. FOR
ATTACHMFJJTdNFORMATION.NOT, NOTED ON THIS SHEET.
PROJECTNO:
SHEET NUMBER
ro-TE.
O �, OF
-•, CpF{10py:"Flodde
'�iJ •
Approved by Phillip E Robbins
PE-4907/0
®
t h
DATE: 11-15-2017
—�p{)�
S
LB
DRAWN BY: KLN
��
®17 X/.tD rGw.
las�w
Tom► a
rKing
CHECKED 9Y: KLN
�/�1
nun '
!(-^if-17
Pmn_N_o. I Det :
PER7720M 12-�1-17
PORTABLE BUELQ'N 25
REVISION: '
SCALE:11=T-o
(2) 5/e" x 6' LAG
SCREWS THROUGH
TOP PLATES INTO
46 P.T. POST
5/e P.T. PLYWOOD
CEILING AT PORCH
ONLY,
496 P.T.
POST
P.T. 1x PORCH BOARDS
w/'.(2) 3." NAILS, INTO
CONT, 2x P.T. EACH FLOOR JOIST
RIM JOIST
(6) W NAILS (MIN)
FROM END JOIST - - •4x6`:P;T- SKID
INTO CORNER POST
1- CORNER.PORCH POST DETAIL
4xB)P.T.
.POST P.T 1k PORCH BOARDS
w/ (20 NAILS INTO
CONT. 2x P.T. EACH FLOOR JOIST
RIM JOIST
(9) 3":NAILS (MIN) 4xf:P:T,SKID
FROM, JOIST
INTO POST
NOTE: REFER TO 1/S32 FOR INFO NOT SHOWN.
2- INTERMEDIATE PORCH. POST DETAIL
REF DETAILS 315-3.1 & 4/5.3.0
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT.SHOWNTOR CLARITY
(TYP)
(2) Vs x:6" LAG
SCREWS THROUGH
TOP,PLATEV INTO
46 P. r.;POST
,dk6 P.T.
POST
REF DETAILS.1 &?IS3.2
FOR POST13ASE
ATTACHMENT
REF DETAILS3.&.4/S-3.0
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT SHOWN 'FOR CLARITY
(TYP)
END WALL
TRUSS
LOFTJOIST
j (TYP)
DOUBLE TOP PLATE
q;CTENDED
TO PORCH POST
P.T. 1x PORCH BOARDS,
BOTTOM PLATE
w/(2) 3°:NAZ INTO
EACH FLOOR JOIST
4x6 Rt SKID
FLOOR JOIST
kRIES•(SEEPLAN)
(TMP)
NDI ,.
NOTE: REFER TO DETAILS 1/S32AND 2/S3:2 FOR INFO NOT SHOWN, 0%PPaR��{O�jjYPE�64gJ�
DiJ'�as EN C
3-..OPTIONAL PORCH SECTION
0 LOFTED BARN
--FLORIDA-410=160 MPH--FBC 2017
* N0.77209 : ,k'C NOTE REFER TO FASTENINGSCHEDULE OMSHEETS 5-0.1 ANO S-02 FOR PROJECTNO.'
* - = ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER
—
!7_
Approved by PhllllPP E Robbins
FIDAde.PE 98070
PlenNo Dat :
Mtn
�7 C
���rrr F�� iii ■
PORTABLE BUILDINGS
DATE: 11-15-2017
,/`l��/l�j 2-LB
V_3
SCALE:1'=1'-O
DRAWN BY:
CHECKED BYc KLN
REVISION:
METAL ROOEINGOVER
ROOFTRUSS
7B".6SB SHEATHING:
%e -O$B-ROOF
REFER'TO, DETAIL.4/S-3;3
DEC_ KING
FOR ATTACHMENT
2x4 STUDS (FLAT)
2x10 TOP PLATE
_
(2x4 BOT PLATE)
TO TRUSS T.C. w!
(2) 3' NAILS
is" OSB'LOFT
`DECKING
CONTINUOUS
29 GA..METAL SIDING.
ALUMINUM Z SAR
LOFT JOIST
ATTACH TO GIRT'S PER
FLASHING AT.
.DETAIL 31S3.3
HORIZONTALSIDING
JOINT. ATTACH TO
DOUBLE TOP PLATE
FRAMING''/ 1°x%a'
STAPLES,,(412" O.C..
2x4STUD.S
2x4..YyALLGIRT. ATTACH
@ 15- O,C;.
TO EACH STUD w/
SIDING (TYP)
:(3) W RING SHANK,NAIL$
(TYP)
1-TYPICAL END
WALL DETAIL
W
29 GA METAL'PANEL
410-15 x V2 WOOD SCREW
w/ WASHER.@ 9' O.C.
- m
'
(ORE SIDE OF EVERY MAJOR
SPACE O.C.
RIB). (L
MAX- :0
ALONG PANNEWS L LENGTH.
I9.
I
7/s OSB J
2x FRAMING SPACED
AT 24' O.C. MAX
4-METAL PANEL FASTENING TO OSB
,29 GA METAL PANEL
LOFT JOIST Y4%14 SELF DRILLING
SCREW W/ WASHER
SPACED @ 24- D.C.
ALONGEASIDELAP I
.#10-14x Ike WOOD SCREW
w/ WASHER @:3 5'-5.5'-3;5- O.C.
EACH SIDE OF EVERY MAJOR RIB)
SIMPSON MTSI6 STRAP -
w/ (7)10d x1p{ NAILS-(MIN)IN
EACH END OFTHE STRAP
AT EACH TRUSS. WRAPAROUND
AND NAIL TO WALL TOP PLATE
WHEN TRUSSDOESNOT LINE .29 FRAMING
UP WITH A WALL STUD BELOW:
REF DETAIL 4/S:3.0 FOR AN FASTENING PATTERN AT PANEL ENDLAP
ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE.METALSTRAP.
29 GA METAL;PANEL
ye"+14SELP'ORILLING 10 0-14 x',Yg W6OD,9CREW
SCREW V. WASHER - w/ WASHER @
SPACED @ 24" O;C. �9" TYP (ONE SIDE OF EVERY MAJOR RIB)
ALONG EA SIDELAP � ,
2x4 STUDS @' 'NU
2x FRAMING
1 FASTENING. PATTERN AT INTERIOR PANEL SUPPORT
2-TYPICAL VERT METAL SIDING DETAIL
3-METAL PANEL FASTENING TO WOOD FRAMING
NOTE: REFER TO DETAILS 1/S3.0 AND 31S3.0 FOR INFO NOT SHOWN. SCALE =1Yz" =1`-0'
sF--
LOFTED BARN--FLORIDA—WIND=160 MPH--FBC 2017
.,-NN�E
N0.77209 *
STp
NOTE: REFER TO FASTENINGSCHEOULEOMSHEETS"AAND SA2FOR
ATTACHMENT.INFORMATION'NOT NOTEOONTHIS SHEET.
Approved by ins Phillip E Robb
PROJECT NO:
SHEET NUMBER
DATE: 11-15-2017
DPAWN BY: KLN
Florida PE,-4BU70
leather o
5�3.3 LB
CHECKED BY: KLN
,�
REVISION
fl-IS-17
plan NO. Dal 11.
PER172064 12-17.
PORTABLE BUILDINGS
SCALE:1'-0
29 GA METAL ROOFING OVER
3/e- OSB SHEATHING.
.REFER TODETAIL4/S-3.9
FOR ATTACHMENT
tAND
JOIST
29.GA. METAL SIDING OVER MTS16 STRAP
Nf OSS SHEATHING. x.1Y- NAILS (MIN),IN
D OF THE STRAP
REFER TO DETAIL41S.3.3TRUSS; WRAPAROUND I
FOR SIDING'ATTACHMENT TO WALLTOP PLATE
USS:ROES-NOT LINEPITH A WALL STUD BELOW.
REF DETAIL 41S3.0:FOR AN
ATTACH OSB SHEATHING ALTERNATE HOLD DOWKOP110N
TO. WALL FRAMING IN LIEU OF THE METAL STRAP.
W78d NAILS @;61 O.C.
IN FIELD'A ALONG
EDGES. (SPACE, NAILS -
AT3" QC. ALONG;
PANEL EDGES AT
LNDWALLS)
2x4 STUDS @
'*APPROVED"
1-TYPICAL HORIZ WTALSIDING DETAIL
NOTE: REFER TO DETAIL&llS3.0 AND 31S3.0 FOR INFO NOT•SHOWN.
���iiTnuuuq�Tp��'' ,,'
°� GE s LOFTED BARN--FLORIDA--WIND=160 MPH--FBC 2017Z._
* ' N0.77209 * p NOTE REFER TO FASTENINGSCHEDULE'. ON SHEETS "A AND.S!02 FORNO:- -
7t. =ATTACHMENT' INFORMATION NOT NOTED ON THIS SFIEEL PROJESHEET NIJMBER
CT
DATE: 11-15 2017
9 p0 T OF 6 Approved byy f?hllllp E Robbins
Floo ii PE-49070 DruwN ev: dd II RR
� KLN �_3 4—LB
��io eO +wwlY""
�� ��--• �� CHECKED BY: KLN
<�ilnuu�� Pfa- n o Dat : REVISION:..
fl-fS-li PER172064 ITT' -17 �Q�i �B� ����IM�rS. SCALE:1-=1'=0
EXM'ERIOR WOOD SIDING.
REF DETAIL 115-3.D,FOR
NAILING: REQUIREMENTS
TRTD
ROLL -UP DOOR.GUIDE. _
ATTACH TO,WOOD JAMB
(2)2x4 SP #2 (OR BETTER)
wf Ye^ x t!T LONG LAG 0.79'
JAMB STUD. REFER TO
SCREWS Q 12' O.C. PER 1 yS.
FASTENING SCHEDULE
MANUR SPECS. BOTTOM
'FOR NAILING REQUIREMENTS
SCREW TO BE 6" MAX
ABOVE FINISHED FLOOR.
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
1-ROLL-UP DOOR JAMB DETAIL
(WOOD SIDING)
METAL WALL. SIDINGOVER
I/6"
OSB WALL SHEATHING.
REF DETAIL IIS-3.0 FOR
NAILING REQUIREMENTS.
5/e' TRTD
PLYW OOD
TRIM
2x4 WALL GIRT. REFER
METAL WALL SIDING.w/
' "' R
ET TO DAIL 2IS3. 3'FOR
RIBS BUNKING VERTICALLY,
SPACING AND NAILING -
ATTACH TO WALL GIRT PER.
REQUIREMENTS
DETAIL 3/S-3.3
5/e" TRTD
PLYWOOD
TRIM
ROLL -UP DOOR GUIDE.
ATTACH TO WOOD JAMB/9
(2) 2x4 SP #2 (OR BETTER)
w/Y4'x 1.75" LONG LAG
0:79"' JAMB STUD. REFER TO
SCREWS Q 12" O.C. PER
1 96,
FASTENING SCHEDULE
MANUF. SPECS. BOTTOM
FOR NAILING REQUIREMENTS
SCREW TO BE 6- MAX,
ABOVE.FINISHED FLOOR.
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
3-ROLL-UP DOOR JAMB DETAIL
(VERT METAL SIDING)'
ROLL -.UP DOOR'GUIDE.
ATTACKTOWOOD JAMB
(2)i2x4'SP#2 (OR BETTER)
wlY4'-x175"LONG LAG
0.79"" JAMB;STVD. REFER TO
SCREWS Q 12' O.C. PER
MANUF SPECS. BOTTOM
1 96" FASTENING SCHEDULE
FOR'NAILING REQUIREMENTS
9898 1J1 1
SCREW TO BE'6" MAX
py,!'�q•pGr
ABOVE FINISHED FLOOR.
66..99tltl 66&�0
LOCATE GUIDE FOR LAG
'(,Qj1fO{"((§�'
MUMENT
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST`
TO DOOR OPENING
2—ROLL—UP DOORJAMB. DETAIL
(HORIZ METAL SIDING)
l,,,.
ON ,I
wt.%
LOFTED BARN--FLORIDA--WIND=160 MPH--FBC 2017
.lk
Z •• N0.77209 4 ,k
tk p
PO OF E
'•.;ORIp
NOTE: REFERT,OF,ASTENING SCHEDULE ON SHEETS S-0.1'AND S�D.2 FOR
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET:
Approved by Pfi101 E Robbins
Florido PE�9070
PROJECT NO.'
SHEETNUMBER
DAME 11-15-2017
DRAWN BY: KLN
-
!"fr �r
8-35-LB.
CHECKED BY: KLN
uirills,% tjl" f5-17
PIen.No Dal
PER172064 12-'�1-17
PORTABLE BUILDtNG5
SCALE: 11/2^=1'-0
REVISION:
FRONT ELEVATION
TRIM
DVIDE-CONTINUOUS I I I f
JMINUM Z-BAR FLASHING I
SIDING HORIZONTAL JOINTS.
TACH TO FRAMING W/ 1"x3l L — J J
4PLES AT C 2' OC. (TYP)
PROVIDE CONTINUOUS
ALUMINU M.Z-BARIFLASHING
AT SIDING, HORIZONTAL JOINTS.
ATTACH TO FRAMING wl1"x%
STAPLES AT 124 D.C. (rYP)
LIONAL DOOR OR WINDOW.
ATIONS VARY PER CUSTOMER
DOORAND WINDOW LOCATIONS SIDE ELEVATION
VARY PER CUSTOMER.
NOTE:
WINDOWS, DOORS, AND TRIM SHOWN ARECONCEPTUAL. ACTUAL WINDOW, DOOR, AND TRIM
MAY VARY PER CUSTOMER REQUEST.
REAR ELEVATION
,,,�nlllil/rnn..
�--:.
LOFTED
BARN--FLORIDA--WIND=160
MPH7i-FoL)f%.w'
2017
* ; N0.77209 *
* _
PROJECT NO:
SHEET NUMBER
q
' ps pp B
PO, �'•.�OR1�P'' ,c,
Approved by.. Rhllllpp E Robtitns
:FlorWa,PE-48070-hgmrCHECKED
iag
oarE 11-15-2017
S 4 LB
DRAWN BY: IQ.N
BY:
r ..
IQN
iry/n111110%
Plea NO. ppaf
PER172064. 12-�1-17
p ■ �y
PORTABLE E E3�.:E�,alatl�NG
REVISIDNC
SCALE: NOT TO SCALE