HomeMy WebLinkAboutPERMIT WORKSHEET__f___i___.�.�_f PERMITVNO , I I ,--, ;-_ ;- _ RKSFiEET
PERMIT NUMBER-
_. NewHome
e'' liL, 846staillr' NLcen7tllejI d t®oti-hke!_Manufacture
n`efd_ _Hti orHome a,m-re'' s -
Installation IVlanual ®_
Address of home j224.NETTLES BLVD ! ( I ' - �! - `�! T 1Home is Installed In accordance with Rule 15 C-'-
'bein installed -
_ g �JENSEN. � �-.
BEACH_-_
-'?_`-;`• I ! t ! I j � !•--I r -I�'; I �`I`- I ! '�in_glewlde L � Wnd�Zone-II i Wind Zone III I
+_ f.. ! � -'- - - I ' I i �_,_ .�. _i_-._�. 1 _.t--- , ___)._._"'_ k i •� �- L-� � ._.
_._..t_.._.-._ 1
Manufacturer �JACtOBSEN i iL`ength zwidth 20X34/39 i ! IDou61e wide =®;-f Installation Decal #
.i .
v tNOTE of home is a single wide fill out one half•of the blocking plan �Tnple/Quad- I' I Serial # iTBD
�rf home is a triple or quad wide sketchin remainder of home (�—";_
I understand Lateral PJm Systems cannot be used on any home (new or use -
—•- -r - �— - PIER SPACING TABLE FOR USED HOMES
, where the sldewall ties exceed 5 ft 4 In }T G � t �f_ t ,�`�
l_ - J Installers inrtlats T
__.' I Load Footer
+ 16" x 16" 18 1 /2" x 18 20" x 20" 22" x 22" 24" X 24" 26" x 26"
bearing size
iTyplcal-pier spacing _ �l (256) 1/2" (342) (400) (484)* (576)* (676)
capacity (Sq in)
l2% " •6 P
Show locations of Longitudinal and Lateral -Systems-- ps
r i use darkTlnes to show these locations :- s .
_longitudinal �— - n s P
pS8.
S
__f-.- _i__f _ -' - -s--- I ';*;interpolated from Rule 15G1 pier spacing table.
-- __;. _I.. i_._I__i } c s PIER PAD SIZES —;- POPULAR PAD SIZES
I I beam ad slze1„a o
, ! I .i 1..,.-f.-F-I ' i i ' ___.t �.I I ; W Pad Size Sq In
C y (aft j r x
i I t ; ;P� e— ier pad size _.r_ -
t- ! --
l? 11 f ad sizes { =m-WGoiN l x22.5
- - J l f'(� rythe mfg) ' a u�'Fn x.
I - _.
i i the a pprowm�telt5�ns ofmarria x 4
-� I _ �i_ ! Imw fopenings 4 for " Ir T Use this_ x 4
�i - ,- r I=symbol to show th` i�mg W 6 i_ x25
} -24 x24
-nwriage wall piers within 2' of erid of ho'rne per Rule
t - p-O=� .O , _
__•-V EL
_ _1. ;Li ria ewall o er911t E$aRer than 4 foo x
n � le s ze O
t
ANCHORS
I pad s b �'*I �
I I iiOPn9 i erd_�ZeI
r-r'1�1 7--7 r r•-rY-1^�-T-r-r-'f -,'-1-1.-•r--T r-r-,-"1-1-7 r-f -r , 1,-7-T^r -t {- - ` I - --,� I i-� t4 _---
1 I 1 I 1,1'�,l- 1 , ft X '-
r 'r-f —,-1 r-T r- r-� -, , '1-T'-T-�1 , 1 , 1 T-,^ r r-,--,--�-'l-r-; -i 1-�-�-•�-;�-i -r , j c , � -J� - `-' -- - --- ,
! ._.! -�-.J_ 1 _.1._.S'. -.! _ _-!- i-.J_ ! _ 1 _ S. _.L _ 4. �_ J _.J _ S._J.,.-•' -'- -i- J_.J-_ S. _ _.� _I_ J_ !_.J _,1._.1-_.! 1 i , I 7X22.5'
1. �-�_ L_-
i _ FRAMETIES
L 1 _1_.J_ J 1 i� 1 J_ j _.J _.1 _,L _ L _ �. 1 _ J; _ 1 1 _,L-
1 , 1 ,
L L. i .j_J ;LFL._t-..{-�._,1_L._L_{_ ,_�__-,._a L_,L.. L_I_-1-.J.-.i_.L_.L.-I--,_.J-.J_.i-F-f•+L_1.�__' l i ' I_
i 1 , 01 �1 1 , i 1 , i t i ` i i i 1 1 1p, 1 ,, r 1 1_ _, l ; ; } I_ j_ _' _ within 2' of end of home X
i • -1- �� T -*� r---i- i^-1 - t - r-��-,,1r�-,-`�;- �•� 1` �v iT'®l.L�..�y-yy��� r r , r- -s-- ,_..;,� 1 -. �. �_ _i__, _ _,. - �• _ !..^s-_ _
spaced at 5' 411 OC X
r- r r -,- l_,T r-i^,- -•T - r. (p�ryp Q� - -.>"-r•- T--•r r -- r-
1 1 1 i 1 1 , 1 1 1 1 1 1 I , `�1714>•' V' a1�C,�1_ 1 , i ! i I 1 i I 1 i .. I I T..-_ .•.-_. _� .-� .. t +
t
TIEDOWN COMPONENTS
M OTHER TIES
!
(►�, /'�1 Al , + f ,^;NUmber�,.
QL 1�' 4 f,._, �_.__i.,,-t .1 I
i-jLongitudinal Stabilizing Device (CSDI 7 ;sldewall
! 1
,ManufacturerOLIVER `�--�-- - �- Longitudlnal-' �• I � �.
.-.._..d. -_ -
1 , , ; 1 , 1.. 1 , 1 1 , 1 1 ,. i , •, i 1 1 1`-�+`l�i� alf"t-f�, 1 1 r l !Longitudinal Stabilizing Device w/Lateral Arms ; Marriag`e wall
-r-1--i-'+-i•-�,-*-�-!---r�-'+-•r-�-i- r,•.-r•-1,- -•r-r•-�-r-,^-,-�-?-�- -I! T-r-r-1.�...._. ,-
1 , , , , ; t , , 1 , r i , , , , 1 ; , , i1 ,,, , , , i , , ,. ;Manufacturer IShearwall
i'-r-,-',--,-T-r-r-r -r '1-i'T-T-�-r-1_-1_'l_r�-�.. 1-iw' �ofmr•-;----,-•r-T-r-r-1 ...� _; ,-. 3_ ; _ i----I +- -�- _-1--_,.__I__..i -- - ,
PERMIT NUMBER ' - -,------' ;-
PERMIT WORKSHEET
-E-
Debris` and organic m
�tertests are rounded down to _.1.500psf ;--'- ^( iVllaterdrainage: Natur
- - --I page z or z
' l _
Site Preparation
al�removed
_
or check here to declare 1000 Ib. soil'T�- without testing. {
-
—= w
iX
-; r .Fastening
;X -T5b -i--
multi wide units
�;
Floor I 'TYpe Fastener: LAG ;Length:-6° ;Spacing~ 24"v -
+
Walls:, - Type;Fastene� LAG Length. 6' Spacing:. 241, -
r
_ _ _ _
POCKETPENETROMMETERTESTINGMETHOD -
- -'- -
_t .
}Roof' ;Type Fastener: GALV :t ength: Spacing:
'--=_ _ ..�- _ 1 ,�"�j -^
"
: ;-�1��n1�
-f`-4-� 1 ;Focused homes�a min 30'gauge, 8"wide galvanized metal strip
1. Test the perimeter of the home at 6`1a6i bons. ;
will, be centered over fhe peak of the roof and fastened with gal~. ,
'
nails at 2 on center on both sides of the centerline !
;-Gasket
__! __ ._--!roofing
,2. Take the reading at the depth of the footer.
�_.. _ _. _. .
} - €-
'
(weathorproofing requirement)
I
_•._ _L
3 Osing 500 Ib. increments take the lowest
reading and;Found down to thatincrement.'
µ _, _
I understand a proper (yinstalled g'asketis a requirementofall newand`used
iliomes
and that condensation` mold; meldew and buckled marriage walls are
1
a re`s`ult of a poorly Installed or no asket being installed.-Iuunderstand a strip
X';1'5Qj X;15�--+ X 15� i
of tape will not serve as a gasket
Installers initials TG'
- TORQUE PROBE TEST-
J
- -
_
! _.---_- ..; _ i _. _; i ( •- l._
:The results of the torque probe test is 285 - -inch poands or check- _
` ~;Pg
-y Installecl1
IT `e gas_ket'FOAM
Yp
- ; Between Floors Yes"X "
j�ihere ifyou a�erdecl`anng 5' anchor ;vvithouttesting:- Atest
_{ t ;-; - i wBetween V11alls Yes X -
--showing 275 inch pounds orless willcequire'5 footanClio rs. r ;
i Y , 'i : !Bottom ofrldgebeam Yes-X
-
•Note: !As'tete`approved lateral arm-s`ystemis being used and 4 ft"_' 1
�.
-; '--lancho�s are allowed atthe sidewaIllocations.-I'understand5 ft! ; 1eat
erproo Ing
anchors areiequi�ed at all aenterline tie,points_where the torque testy i
r
.reading is 275 or less and where the mobile home manufacturer may_ ;
;The bottom board will be repaired and/or taped. Yes_ X`
requires anchors with 4000 Ib lioldin ca acI ' -•
Siding on units is installed to manufacturer's specifications. Yes X_
N-"`
+ �TGInstallers initials , - 1 ,-!
g
r
tFireplace chimney installed so as not to allow Intrusion of gain watet. Yes X
_
t
iJ, I i r_
!
F `ALCTESTS�
MUST BE PERFORMED BY A LICENSED INSTALLER (_ ' -
I
IS e a ll
Miscellaneous
s
, }} � 7 f ': ' , � F • � 1 - , , - � ' 5
jlns'tallerName , ,THOMASGRUNDELi - ' j --
L
1 ' t ; ! } r f f f i r t r
; Skirting -to` be installed. X-` y-No ;
`Dryer vent installed outside of skirtin .Yes VN/A -'-'
�goskirtinate
Tested
NA
Range-downflow ventinstalledoutsidef
•• ..____
-i-at4foofinervals. YsDainlinessupported X
_
_k _ r �- ' ; '- '
Electrical c�ossovets protected. Yes ? i
i ,"�'_r-i__i_ _�. •
Ci ectrica
j
{ i! _j I r I!
onnect electrical c ductors between multi -wide units, but not to the power, � ? I ; i ! , l
main
duce. This includhe bonding wire between mule wide units.-Pg__ -
-
r- -
CPlumbing
- -
Installer verifies all information given with this permit worksheet
I� "_
is accurate and true based on the
_ ____'_ _.L._'_;_!_..! _� ` '_._`_
onnect sewer drains to an ewsting sewer tap or septic tank; Pg. r
_._
'
manufacturer's insta I tion inst coons and Rule 15CA & 2
all
r _L - - __ _
supply meter, tap
Installer Date
onnect all potable water pipirig to an ebs_tin_g water water or other,
'� _
_
T}
�rJ e+n�ni•lnnl•ofor cnnr.ly cvc temc Pn I ! i t r
'_, ; ,
oago L
revision 6107
OLMER TECHNOLOGIES' 'Me-
FLORIDA INSTALLATION INSrrcTRUCTIONS FOR THE
1.DA CIti SYSTfiM
� SERIES R
MODEL i191"V" (STEPS ► 1al
LONGfMI)INAL.ONLY• F . LOWSTEPS EPS � 9
FOR ADDING LATERAL ARM : FoUow IP s 16-19
FOR CONCRETE AWygATIONS. Follow Steps 94GINEEtS s MIP
ENGINEER4 SUMP
SPECIAL C 76' c) Roof eaves exceed 16" d) Sidewall height exceed 96'
SSTAMP STANCES: it the following conditions occur - STOP! Contact Oliver Technologies at 1-600-2134-74
a) Pier height exceeds 48 b) Length { home exceeds
e) Location is within 1500 feel of coast u9S i.,t I ATiON QF GRQUND F1�N
square to expose firm soil for each ground pan 2. Remove weeds and debriscin an 8 belapproxim to -two foot
tPress or drive pan firmly into soil Until flush with orCbeloW Soil.
3. Place ground pan (C) directly pier
under the home and should be loaded as any
SPECIAL NOTE: The longitudinal "V" brace system servss'as a p'
other pier. it is recommended that aft9 below ling piers,then and
Jacks third inch (1/3") before home is lowered completely on
to piers, complete steps 4 through
i�+TAi I AT)OA) OF I ONGITf)t}I -. .
NOTE WHEN iNSTAWNG THE LONGITUDINAL SYSTEM QI� , A MINIMUM OF 2 SYSTEMS P_nON' IF PROBE ER FLOOR SECTION IS AD114GS ARE
901E TEST
PROBE SHOULD Be USED TO DETERMINEMUST USED- F PROBE ECT TEST READINGS AREEMECAL TIES ARE ALSO EOT q RED ON HOMES OR MAY BE SUP�Pt Ea
475 & 275 A 5 FOOT ANCHOR
GROUND ANCHORS WiTH DIAGONAL TIES HNVERTLCALTI CONNECTION EVERY POINTS (PER FLORIDA REC-) -
4. Select the correct square tube brace (E) length for set - up (pier) height at support location. (The 18" tube is always
used as the bottom part of the longitudinal arm). Note_ Either tube can be used by itself, cut and drilled to length as long as a
40 to 45 degree angle is maintained.
i .25" ADJUSTABLE 1.50'ADJUSTABLE
PIER HEIGHT Tube Length Tube Length
(Approx. 45 degrees Max.)
18"
7 3�„14" to 25" 18,
24 3/4" to 32 114" 32"
5. install (2) of the 1.50" square tubes (E (18- tube) ) into the "U' bracket (J). insert carriage bott and leave nut loose for final
adjustment.
6. PIaC _ 1-beam connector (F) loosely on the bottom flange of the I-beam.
7. Slide the selected 1.25" tube (E) into a 1.50" tube (E) and attach to i-beam connectors (F) and fasten loosely with bolt and nut
�.� 8. Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place. The angle is not to exceed 45
degree and not below 40 degrees. self -tapping screws in pre -drilled holes.
9. After all bolts are tightened, secure 1.25" and i.50' tubes using four(4) 114"-i4 x 3/4"
IoLCTnI I nTloh QF Le't'ERa( LE�CQPING TI�Ot+IS1atER3 ARC SYSTEM
THE MODEL 1101 "V" (LONGITUDINAL 6 LATERAL PROTECTiOH) �MiNAT1 s THE NEED FOR MOST STABILIZER PLATES $ FRAINE TIES.
NOTE: THE USE OF THis sYSTEM REQUIRES 1rEfMCAL TEES SPACED AT 5'b'.
FOUR FOOT (Ai) GROUND ANCHOR MAY BE USED EKCEP'T WHERE THE HOME.MAidUFACTURER SPECIFIES DIFFERENT
10. Install remaining vertical he -down straps and 4' ground anchors per home manufacturer's instructions. NOTE: Centerline
anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of
4.000 lbs. require a 5' anchor per Florida Code_
11. NOTE: Each systern is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location. This frame tie 8.
stabilizer plate needs to be located within 18" from of center ground pan.
12. Select the correct square tube brace (H) length for set-up lateral transverse at support location. The lengths come in either 60"
or 72" lengths. (With the 1.50° tube as the bottom tube, and the 125" tube as the inserted tube.)
13. Install the 1.50 transverse brace (H) to the ground pan connector (0) with bolt and nut.
14. Slide 1.25' transverse brace into the 1.50" brace and attach to adjacent 1-beam connector ( i ) with bolt and nut
15. Secure 1.50' transverse arm to 1.25- transverse arm using four 4 1l4' - 14 is 3W self-tappinq screws in re-drit ed holes.
OLIVER TECHNOLOGIES, INC. Tel �a �1-796 4555
IV 1-800-284-7437 31-795 88I I
ivertechnotogies.com
pass 2
revision &D7
ie • A concrete canner, (Doter or slab may he used In p18ce Ut steel ground pan.
nches
a) The concrete shall be minimum 2500 psi mix
b) A concrete runner may be either longitudinal or tran' dislance between the concrete bolt and the ersei and must be a minimum of 8' deep Ledge h 3 of the concrete (SeerniniMurn width of 16 ' below).
longitudinally or 18 inches transverse to allow properin t e. 21, square). and must be a minimum of 8" deep.
c) Footers must have minimum surface area e a a'tm him
d) tf a full slab is used, the depth
bracket installation is notrequited•- Footers must allow foi al least a" from the concrete bolt to the edge
Soecial inspection bf the system
of the concrete• ds, slabs and runners must be per local jurisdiction.
NOTE. The bottom of all footings. pa
LOtiGITUDiP1At : (Model 1101 LC "V") 1 install the bracket in runnarlfooter OR using
S 510 diameter
V. �t "G";' r�i # 1 Ifl1-W-GPGB �w_e�}•-situp Y 2 518'x3' concrete writer twits (Simpson pact #
101`FCAidd6�ti. The 1101 (dryset) CA bracket is attached to the concrete using () bolts into drilled
S762300H 5/8' )( 3" or Powers equiyslertl). Place the CA bracket in desired location- Mark bolt hole locations, then B e bolts
bracket onto wedge boils and start wedge bolt nuts. Take a hammer and lightiy drive the wedge
masonry bit, drill a hole to a minCpumdepth of 3'. Make sure all dust and concrete is blown out of the hags. Place wedge
holes, then place 1101 (dry (making sure not to hit the top of threads on bolt). T
down by hitting the nut (making
of conggo Complete by tightening nuts. rt ## 1101-D-TACA)
LATSRAL. (Model 1101 TC "V")
18. For wet set (pact b' drill a hole to a minimum depth of 3". Make sure all dust and concrete is
# 1101-W-TACA} installation simply install the anchor bolt into iunner,Yooter• For dry set installation pa
part try bit.30oH 5/8' X 3' or Powers equivalent) into (t )) concrete dry (�nsgerse
mark bolt hole Location`;. then using a is (Simpson imam. masonry bolls down nt hitting the nut (makln-q sure not to hit
blown out of the hole. Place wedge bolts ded akaa pa drive the wedge
connector and into drill ed hthenlremove the nut.hammer and �� IQ be
17 & 18.
the top of threads on bolt). weLmo or e (dryer)• Install per steps
19. When using part# 1101 CVVV
Notes:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2 s _ STABp-� P ATEA D LOCA+l10N (ram to
18 belocaledv4inOCAMN OF�LJ 1NA �'°1 d0a-jerdgcurd pen }
3.�L
4. E3—TRANRvS;ZSE&LONCMJDKALLOC'ATONS
i
ALL WIDTHS; AND LENGTHS UP TO 5Z
r.,
ALL WIDTHS; AND LENGTHS OVER 52' TO.80'
s
-
-
0
17,
�+ � Il
HOMES WITH 5/12 ROOF PITCH$ EQ al$ �� �� FLORIDA M- over 52' a) d up 80'.� fl�ef
6 systeM- s for horse fengths up to
plate and frame tie required at Oath lateral tlradn@ WS'te'M. i
page 3
revision 6107
Longitude dry
concrete bracket
part # 1101 D-CPCA
Wet bracket part #
1101 W CPCA not
shown
Florida approved W ground
anchors may be used in all
!ocaMions except where home
manufacturers specifications
for sidewall straps are in
excess of 4.000 lbs. These
locations require a S anchor. y'
Pei Florida Code.
KD-Concret
tr bracket
transverse
- Transverse arm i-Deam
connector <H� Transv_erse arm
fTop (I
bottom ) (
Tuby
= Concrete
Fobted Runner
J - grotmri Pan -..:;H-' v
V Bracket
INSERT }
F = V BRACE I -BEAM
TORS ASSEMBLY -:,
H = TELESCOPING T O
ARM ASSEMBLYe.
I = T RANSVERSE A1�¢
CONNECTOR r
J= V PAN BRACKETI",
Model # 1101 'V
Model 1101 CVD
•B1'- Model 1101 CVVV
not shown
C = CONCRETE FOOTER/RUNNER
�— D = CONCRETE U BRACKETTRANSVERSE
CONNECTOR (connects with grade 5 -12 x 2
ii_- carnage bolt &nut)
E=TELESCOPING V BRACE
TUBE ASSEMBLY W/ 1.5 BOT-
TOM TUBE AND 1.25 TUBE
INSERT
- F = "V" BRACE I -BEAM CONNECTOR ASSEMBLY
:,kr bmce t be _ (connects with grade 5 -1/2" x 4' carriage bolt
connectors = & nut)
H =TELESCOPING TRANSVERSE ARM
.t-Concrete =..- ASSEMBLY
1— 'v' Bracket I = TRANSVERSE ARM I -BEAM CONNECTOR
(connects with grade 5 Aa7 x 211�' carriage bolt
& nuf)
r J= CONCRETE `6r BRACKET (connects with
grade 5 -112 x V.carriage bolt & nut)
Model ##1101 C "W
�+ t 9LIV911 TECHNW)GIES, INC. Telephone. 9317954555
-. 1-800 284-7437 Fav 931 798-M811
wevw ornrertechnologles.com
1
VINYL SIDING: HARDI BOARD OR
EQUIVALENT SKIRTING DETAIL
U4NC�SEONS 1I OIB
SPADNOSLL DU
P.T. SILL PLATE
ID�lVALL �'�'Si�HAtETI STfiEM PA S
yip 7p 7�p �p g�7Tp� 7�p
ERD OF SND.AONE PEft FLANGECH USH10 (2)A SCRD;S
IHIN.I
RAME OUTRIGGER
}�1'gg// ��5�7-U gyp• /�
N INTO D
FLOORJOISTS
1ETAL Co N3D11'INBYl1M (.113 7FBCll m)
TFIERLID-PI.Y 70 BE 1lLST11LLED WITH 1-IIS GALVAR7FD RpOpJ�G NAILS
EOuN. THE FASiTDI G SCHEDULE IS 3� O.C. ON ALL PANEL EDGES'
FRAME
AND W O.C. ON INTMIED1ATE SUPPORTS ALL JMIS SHALL OCCUR
VER STUDS. THEAUD-PLY To -BE COVERED MIN VN)t LAP SDK NARDI
T. 2X8 WOOD SHIM
OARD OR EONVAl17RT. .[NO 70 BE INSTALLED PBR MNUFACTURERt
it6A ECHO
B"X16" CMU BLOCKS
" . — 1- �A % „„�,", �,-,
DRY STACKED /-EXISTING CONCRETE SLAB
4 SECTION "A"
5=,
VENTILATION NOI A
1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH
WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSI7"<
ON
AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF
RODENTS.
2) A VENT SHALL BE INSTALLED WITHIN 3'-0" OF EACH CORNER OF STRUCTURE
1) IF HOME *01
E PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE
HYDROSTATIC, ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL
BE LOCATED BY CONMI� QTO�iTHE BOTTOM OF EACH OPENING IS TO BE LOCATED NO
HIGHER THAN __ABOYE`THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING.
2) FLOOD OPENIN AL� HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH
FOR EVERY SQUARE OT OF ENCLOSED AEA SUBJECT TO FLOODING. OPENINGS MAYBE
EQUIPPED WITH SCRE LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE
AUTOMATIC ENTRY AN T OF FLOOD WATERS.
-CONTRACTOR c;HAI I BE'RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AN
MATELNE
di' FLOOR JOIST
x6' P.T. SU PLATE
LVA,O7FD METAL SRM (26 GAUGE)
UDS O 1'-4- O.C.
GALVANIZED
METAL STUD (26 GAUGE)
NO CONCRETE SLAB
VDM W. N,WL, LDWD. D1 VMWALCNT 6YnAME
��� DaT�Tu��PER xaxuraLTlsdrs
r
ThOetse plans and speciRcaUons
2014 �C IRUdenollal7(�BEc1Hon)
V ULT =ULTI.MATE DESIGN VANO SPEED - 170 MPI4
VASO -NOMINAL DESIGN WIND SPEED a 132 MPH
(TABLE 1GOg].1)
(3 second gusts)
34'
14'-7"
V-2"
9Ira
LAN A5 E I JO 4N PROP ZONE 3 a� �-
05EO PLA ' C.P. . rb
,5TANDRRD
6 264ODH ALL DIMEN510N5 GgTI-IEDRPiL . RE
- CENTRAL
., .. ....o.a -. 4.i Imo. • I .;; M'I fir- `
5' PORGH" s - 14'-10 1/2"
I =
BEVROOM # 2 C
b0" UP S-, I `i r \` 1 rq iC
q1K
C= Stack
�J 5 `- Pre
/J r p N
2065� C� `
2668, -
i
2466 2660
601, UP C>>
k
HITCH
^� 1 ,(_ !
RW
G Track. —LM
Unem
YVM.Pan
% 8
ti
BEDROOM # 1
28°ODH 264ODH r
284ODH 2840DH MOW
LIVING AREA
150 sq ft bn �3