HomeMy WebLinkAboutPLANSLOT 125 - TALL PINES, 314 S ERIE DR, FORT PIERCE, FL 34946
SERIAL - WHCO25463GAAB
EQ DECm DROP
WQ = WATER NET
[] - GW RIAgNO mw
- W NET
u . sw0a ulrtA Wli aDMc
■ = 9T10R AT Wffi 0MN
®- 9B41 aon Wr0 XLL'
■ - Fw FwwDIDW
o - aR DUA EAW
®. RH R®2dY
4 -actor swan tan m
PIER LOAD 20b.VIM
M RER A
LDm
PIER I t
PIER A z
20 @ ROOF LOAD
SOBWWL apaw (m
9DEWALL OPENING PIER LOAD
SEOIrDI EOAO (LOS)
24' BOX W10TH
3 1 4 5 6 1 8 1 10
1100
1240 1380
1520
1 1800
1 2080
*FOR 30 Ib k 40 m ROOF LOAD REFER TO TABLES 7b 8 7c N THE INSTALLATION MANUAL
GENERAL NOTES!
1. PIER LOADS SHOWN ARE TO BE USED TO SIZE THE FOOTINGS
BELOW THE MARRIAGEWALL FOR COLUMN SUPPORT PIERS.
REFER TO TABLES 6b AND 6. IN THE INSTALLATION MANUAL
FOR LOAD ON FRAME PIER FOOTINGS FOR HOMES THAT 00
NOT REOLARE PERIMETER BLO(IONC REFER TO TABLES 7b AND
7c W THE INSTALLATION MANUAL FOR LOAD ON FRAME PIER
FOOTINGS THAT REWIRE PERIMETER BLOMNG. REFER TO
TABLES 10 AND 1DO TO DETERMINE FOOTING SIZE FOR ALL
PIERS.
2. REFER TO TABLE 9 FOR PIER CONFIGURATION AND MAXIMUM
ALLOWABLE HEIGHTS. CROSS REFERENCE THE PIER HEIGHT
WITH THE MAXIMUM ALLOWABLE FLOOR HEIGHT LISTED IN THE
FRAME TIEDOWN CHARTS (TABLE 1S. 19, AND 20)).
3. FLOOR WIDTH SHOWN IS FOR STANDARD PRODUCT ONLY.
CONTACT THE MFG PLANT FOR SPECIFICATONS OF OPTIONS
ORDERED.
4. SERVICE DROP LOCATIONS IDENTIFIED ARE APPROXIMATE
5. THE MAXIMUM SPACING FOR W I —BEAMS IS B FEET, 10- k W
[--BEAMS ARE 10 FEET.
SCANNED
BY
St. Lucie County
PFRIMEIER SORTNG MATERIAL AND FOUNDATION
WALL DESXNS ARE TO CM 'MOH THE HOMES
OOFNOR WALL POWIETIR AREAS AROUND PORCHES W
RECESSED ENTRIES ARE TO BE SEPARATED TO PREVENT
MOSIURE FROM AOCI TINC BENEATH THE HWE
887 SOFT. (STD PLAN
'0 OPT PORCH/RECES
6
PERMIT NUMBER
F'ERMI'r yt/ORKSHEE'f
Installer THOMAS G. JENNINGS-icense #
1EL14]76 _
Address Homo — l r i
being Installed
Manufacturer Fly TRl�l Length xwidth 4y `�.a Ojl ll.tt
NOTE: ffhome is as Single wide jiff out one haf/of the blockingg panl
ffhome 19 a triple or quad wide sketch in remainder olhorno
I understand Lateral Arm Systems cannot be used on any home (new or used)
where the sidewall des exceed 5 It 41n.
Installer's initials—TaI.._
T.yptcal pier spacing
E---i� Show locations of Longitudinat and Lolera) Systems
I r,r„,,,.•., _ (use dark lines to show these locations).
lo
"R- '�-
pMgp: I of"
Now Honor 43 Usad Hama C
Home installed to the Manufacturer's Installation Manual
Home Is installed in accordance with Rule 15-C ID
Single wide ❑ WindEl
Zane tl 0Wind Zone III 0Double wide (XI Installation Decal #
Trlpie/Quad ❑ Serial F.
PIER SPACING TABLE FOR USED HOMES
Load I Footer
bearingatze
16,x t
Capacity (act in) (S)
Istrzxlala 26"x20' 2Zx2r 24-X24• 26"x26•
(w2) (400) (484) (576)• (070)
I-beam pier pact size 1 s x ,25 5
Pedmeter pier pad size 13 x 26
Other Pier pad t sizes -- by rl
®Draw She aPPoximate locations of menriags
wall opertGga 4 foot or greater. use t
symbol hr uls plem . .
List ell marriage wad opOnInPgreater lhan 4 foot
and lheir pier pad sizes below.
OpeleltvPier pad Site
tl7.rq►�!
l75k b
41l—�L5R
----_-•-_,
t�trwenes
�__
within T Gland othome
"----�—_
sp1100d at V r00%
-- �a+ts —1
orate Tfes, .
Man LOnglit hinr ar StnbilWng DoHca (LSD)
Skfewall Number
Longftudlnet
Manulaclurer� TE M Anr ate n c s
Lonohdlnal `
Menage wall
t
Shearwall —'—"—
— —
PERMIT NUMBER PERMIT WORKSHEET
page z of 2
P
The pocket penetromatertests are rounded down to 1500 _ pal'
or check here to declare 1000 lb. soil without testing.
X 1500 X 1500 X 1500
POCKET PENETROMETER TESTING METHOD
1. 7est the perimeter of the home 216locations.
2. Take the reading at the depth of the factor.
3. Using 500lb. increments, take the lowest
reading and round down to that increment.
X 1500 X_ 1600 x 1500
BE
Ths results of the torque probe test is 280 Inch pounds or check
hers,if you are declaring 5' anchors wi hout- testing A test
showing 275 inch pounds or less will require 5 fool anchors.
Note: A slate approved lateral arrr system Is being used and 4 fl.
anchors are allowed at the sidewall locations. I understand 5 h
anchors are required at all centerline Ile points where the torque test
reading is 275 or less and where the moblie home manufacturer may
requires anchors with 40000 b holding capacity.
Installer's Initials
ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER
Installer Name THOMAS G JENNINGS
Date Tested
.chi
Connect electrical conductors between multi -wide units, but not to the main power
source. This includes the bonding wire between mult-wide units.
P um n
Connect all sewer drains to an existing sewer tap or septic tank.
Connect all potable water supply piping to an existing water meter,apattyIONA r
independent water supply systems. r
Sito. reperet on
Debris and organic material removed YES
Water drainage: Natural Swale Pad�-Xj— Other
rscahlnn multi w7 o unite
Floor: Type Fastener: �1/8 I A� Length: a., Spacing: 94
Walle: Type Fastener: a/a i nr Length: 6,, Spacing: ��
Roof: Type Fastener.—a/alAr: Length:,6„ Spacing:
For used homes a min. 30 gauge, 8' wide, galvanized metals rip
will be centered over the peak of the roof and fastened with gals,
roofing nails at 2" on center on both sides of the centerline.
Gpekct weelhor oflnpr ulromonl
I understand a property installed gasket Is a requirement of all new and used
homes and that condensation, mold, meldew and buckled marriage walls are
a result of a goody installed or no gasket being Installed: I understand a strip
of lope will not serve as a gasket.
Installer's Initials TJ
Type gasket CENTER SEAL Installed:
Pg' Between Floors Yes X
Between Wets Yes X
Bottom of ridgebeam Yes X
eethcrpmofln
The bottdmboard will be repaired 'and/or taped. Yes
g.
Sitting on units is installed to manufacturer's specifications, yes
Fireplace chimney installed so as not to allow Intrusion of rain water. Yes XX
M cellanaoua
Skirting to be installed. Yes XX No
Dryer vent Installed outside o -sk rting. Ye—s-W NIA
Range downflow vent installed outside of sKlniryg Yes _2 N/A
Draln lines supported at 4 foot Intervals. Yes XX
Electrical crossovers protected. Yes XX
other:
r an Information given with this pe
Is accurate and true based on the
Installer Signature
�/ Datelb-a-aQ
C"'y!R96
LOT 125 —TALL PINES, 314 5 ERIE DR, FORT PIERCE, FL 34946
SERIAL— WHCO25463GAAB
Date: October 7, 2019
To Whom It May Concern;
The home referenced above will be constructed in accordance to the Manufactured
Home Construction and Safety Standards for Wind Zone Two. If you have any questions,
please feel free to contact me at (877) 509-9299.
Sincerely,
Terrell Spaulding
Market Development Manager
Clayton Waycross HBF
3350 INDUSTRIAL BLVD. WAYCROSS, GEORGIA 31503 (912) 283-6400 (912) 283-4036
&6we R"Anchors,
Installation Instructions for Model LLBS Longitudinal and
Lateral Bracing System Approved for Florida
Revised: 03/15/15
Note: Your set must be designed by a Registered Professional Engineer if all or one of the
following conditions occur.
Location is within 1,500 feet of Coast Roof eaves exceeds 16°
Pier Height exceeds 480 Main beam spacing exceeds 99.5"
Sidewail height exceeds 108"
(call Minute Man Products)
1. Refer to the Home Manufacturers Installation Instructions for pier locations. 6" Disc anchors
48" long with vertical ties are required at maximum W-4° center along both sidewalls starting
at maximum of 2'-0° in from each end of the home. Vertical ties must be used at all connec-
tion points furnished by home manufacturer. Centerline anchors to be sized according to soil
torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of
4,000 Ibs require a 5' anchor.
2. Refer to the System Placement Plans for the location of Longitudinal Lateral Bracing System
(See Attached). Each system is required to have a frame tie and stabilizer attached at each
lateral arm stabilizing location.
3. Flex Tube Installation:
A. Remove turf to expose firm level soil at each S133 pier pad location. Pre -assemble 1/2" x
1-1/4" carriage bolts onto the S03 pad with bent edges of pad placed downward, center
pad under I-beam and firmly press SD3 pad into soil and level.
B. Attach Longitudinal and Lateral Flex Tubes at bolt locations on pad (see detail assembly
drawing). Drive angle pins may be driven vertically through (4) slots in SD3 pier pad now
or after home is totally set Angle Drive Pins may be driven up to ten degrees off of vertical.
4. Standard Tube Installatiom
A. For extremely hard soli or surface conditions the SW pier pad can be placed flat on
surface with edges bent up. Mark (4) slots and pre -drill soil, rock or asphalt with a 3/4" x
12" masonry drill bit. Drilling not required when installed on softer soils.
B. Attach Longitudinal and Lateral Standard Tubes at Tube Clip locations on pad (see detail
assembly drawing), Drive'angle pins may be driven vertically through (4) slots in SD3 pier
pad now or after home is totally set. Angle Drive Pins may be driven up to, ten degrees off
of vertical,
5. Level home on concrete blocks or steel piers by Minute Man.
6. Install Longitudinal And Lateral Bracing in accordance with Systems Placement Plan and
Assembly Drawing.
7. Install vertical anchors, frame ties and stabilizers at each lateral arm system location.
FLORIDA ZONE II AND III LONGITUDINALAND
LATERAL BRACING SYSTEMS PLACEMENT
For Roof slopes up to 4112 pitch
Each system is required to have a frame tie and stabilizer attached at each
lateral arm stabilizing location.
Revised: 6/17/2002
HOME DIMENSIONS REPRESENT BOX SIZE
LEGEND Longitudinal �Longitudinaland Lateral Lateral Bracing
Bracing System Bracing System o- System
0
X
E
HITCH
FOR TRIPLE WIDE OR TAG UNITS-
8 SYSTEMS OVER 57 BOX/ 56' INCLUDING HITCH
49'-76' LONG • 6 SYSTEMS
8W INCLUDING HITCH
FOR TRIPLE WIDE ORTAG UNITS-
6SYSTEMS UPTO
52' 60W5VINCLUDING HITCH
LONGITUDINAL BRACE DETAIL FOR SD3 PIER PAD
1-4.
39' FOR 120 70 24' PIER
44' FOR 12' 10 32- PIER
53' FOR 12' 10 W PER
65' FOR 12' M 4W PER
1¢032 )f" CARRIK;£
S03 PIER PAD
MMLBC BEAM CUP
wCAR 4 —1,1BDL�78
LONGITUDINAL & LATERAL BRACING SYSTEM
DETAIL ASSEMBLY DRAWING
NOTES
MKXWA PIER HEIW 48'
MAX SIDEWALL HE1G'!IT W
MAX BEAM SPAGM 99.5'
MAX ROOF mm 16,
M WL- 1/2' 80CM ARE GRADE 5
.4-..., .-
BACE 1tIBEA4AMJ6TIHLE
dLCP.E.OEM
am
SMEL
PIER UP
SWCE
The Minute Man Anchors
SIEM PIER PAD
g System fo was tested for
* IGLE DRIVE
WindBmcl
Zones I, II, @ DI
DRIVE PIN
Tested 10/10/01
Rev. 3/6102
Rev. 7/14/04
SO 50 h WORKING LOAD ANCHORS WITH STABILIZERS AND FRAME
TIES ARE
REQUIRED ON 4 CORNERS OF ALL SINGLE WIDE HOMES
Rev. 2/1/10
ANCHOR STRAPS MAY BE INSTALLED WITH AN ANGLE AS LOW AS
Rev. 1/1115
45 DEGREES UP TO 90 DEGREES WHEN THEIR SOLE PURPOSE IS
VERTICALANCHORAGE
APIPROV=pRODUCTS
FOR TIC
111ST ,TEpx.OF MANU ACMM
HOME:
MPWUWAN.
305 WeetKinggkett
EM11alion,NorthCa Wimzees
1MMA z
Cvhw&Wr' - Vead
rod. double bolt
cam+'
rya
..� 'e aim
4%
3;1.50
i+ri ►d ...
_ AvW WxW Amchu�:.d.+tblebaltbeaa.
4a
also:
with a ®ogle 6" d3sc � . .
e.,,�,,�
' "" is x 6r
'�,
Aocbor.docblabolthead
'
with.a 7" disc '
4.000.
Mh!lt.86:.
Qdvmiwd.quSa '/. aa6D" md. 6ok trod
Mdmr wi& a siagTe 8" disc
4b
4
!� ;
h1MA12 ;..
Qalnmized.Cotsage
- St8"x 10" t6eeadadmdwtth
mrt.Uaewith
Cep
ISO,
." .3,
(dry)
Adi4lA 14;
Gav
d.Coum to S/S- x 10"
Anchor mse itba3 imn
oathe �. Uae�ooac�.
3,150.;
slab (wet)
MMA 42.
iiairanixad C=Mft
. gel heed. Uee with
Anchor cete tdsb ()
3,15Q
Mh1A,18
bed Tousion a head t device
N/A
wfbolt liok ht bottoafyo
m ace
3,150 ..
forum.wft:a ftboltin
calab(dry)
MMA 22
Ualvanized Unsioa Double brad ftWon device
DaviftN/A
3,150
MMEaSA2:.
.:
� Sfabiilzmr l r wide x l3.r center x 7 W
N/A.
3;fi0
anthems
Roviaeel,l�yg
S
:MNAMMOPA umda ad...
305 WestXb
Egg Flat IL * Mat* cand;aeMM
mod`'.
Iord
MM —ANSI
A225.1:&ARM
iY1 x.035"
N/A
3,1
3953-91
z�ccos�sg
each Side
4 nd-
`
5..
.. aP iFs�P) sees
I VP VA&A 2 Ur 1=9
enstbolt
3°/a"at5/E"lyplgbok
N/A
31M.- '
4-7
Ivy }6
N/A
3.i56
12"— I6"with 4" atij
—1�ad 1oclra to I.leea�
NIApier
NfA.
WA
ADR20
pier
.
12"-2(► WM4"adjustomw
N/A
htdg6t—bassi to I-beam
MA
WA,
P d .
Pi
20"-24"wit A' aTJusftnM
—head lochs to
N/A _
N/A
N/A._
bsE7P-26
I
24" — 28" whh 4"
NIA
!might —lead iocke
ld/R , .
N/A
pier
29"-32" with 4" adjumUM
N/A
8 —1 kxkstoI-beam
N/A.
IVA
WA-31 ..
IJ/A
°
.
olae3p 6'x 6'!,
3,iO3 .: •
4,225;:.. '
wi8 6"xStede 5
.�
bo
MMM33. .'
S.Fmsae
mil
2"X731W^X7.md2"x
MA
`
.
51/8" z 7gmp.
4=5
lade R�cUnwilwa
APPROVED :PRODUCTS
FOR T
01STAI,I,A OF MAN IFA C7:'UREDF
gpMg
,
305 weaKi ng scroet
Re B 2VM
mmspplc1.�
.:'
24"m 20":x I"GdvQdnd Sy�aa
ALL
N/A
aixava 3 YPx 6" x 7 gains
NIA
N/A
N/A
e° 1 WBZM Tube i eagm variea
6
N/A
b9Fk;
N/A,
N/A
1A-71
rw 2"a3"Z7gm��tie
.
Sifh'ted� :andBi�ida
eCePPi�B
Id/A
3,13d >.
4j;
AuM '/a"and x W w/dW6 '
";
lme:
4b
:.3,15Q
4,7.
apdplw.
b 99
�atvaimd quM Y" rad Z W w/dmd V dbc,
Aoohoi
!
w/ a�rbea'g ahbllizer.
46
4.U0Q
6&oft ..
hadMdp>at.
.
'AJvabde.$appo >ud
70aSystem Mabee=d
ALL
N/i4MMW
i
for 1'r4"& 1 'k^.
BZA31S . a9we Adis
N/A
N/A
N/A
BDM'flipfwASTS 3•/a"xex7.gay
N/A
N/A
TVA
.
RwhW I e .
7
iAF
MMA-QW
Raftdime.
sol1.
W
ate
!
20"z2V 1"(W aaQed
SbW Ba erad
ALL
2�.400
Setm Cilpfore
3 V4"=b"a 7swV
N/A
NIA
1JIA
>eeco;Sor�ove
systm..
1 34^) y
`k
WIA
NIA
A41
2.75sq. &/11pap
dPaditd beam
N/A
NIA
WACUP
...COMMAnchor
idzY)
lon :atanl SaLfkwtrIto
NIA
VA
'NIA
r
Anchor
6� flee Sir
N/A
i
lin�dxT3as1$ ]a:brew to
NIA
.NlA
I.otml
r�
° and
NIA
NIstrutsA:
NIA
:
t
8
'�
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED HOMES
MOBILE HOME•SAFETYPRODUCTS continued,,,
Dba Oliver Technologies, hm
P.O. Box 58/467
Hohenwald, Tennessee 38462
MAXB1iIINI
CO
PIERLOADS
Pad Area
1N PONDS
1,000 lb.
BASID
ON SOIi
VALIIE$
1,500 lb.
2,000 lb,
29M lb.
39000 lb.
Remadm
n
> �
soli
soil
soli
sot?
soil
Man
16" x 16"
16" x 16"
1.77
1.78
1,770
2,650
3,450
4,420
5,310
5,310
16" x 18"
2.0
1,780
21000
2,660
3,000
3,560
4,000
4,430
5,000
5,340
6,000
5,320
6 000
16" x 18 W (roundeci)�
18'/s x 18 W x 15116'
2.0
2360
2,000
3,000
4,000
5,000
6,000
6,000
18 Iw x 18'h" x yp
2.375
2,360
2,375
3,550
3,563
4,730
4,750
5,910
51599
7,090
5,598
7,090
5,600
13 W x 26 Y
17" 22"
2.4
2.375
3,563
4,750
5,938
6,400
6AW
x
20" x 20"
2.5
2.75
2,500
2.750
3,750
4,125
5,000
5,500 .
6,250
6,875
7,500
8,Z50.
7,500
8,25Q
17%"x22V2"ftmmdom
24" x 24"
" "r�4.698
4.0
3
4,000
00
6,000
6 000
8,000
7
8,000
9 000
8, .
9,000
9 000
21.13" x 29.13" ro
( waded)
4.0
4,000
6,000
8,000
8,000
8,000
8,000
23'/i x31'/s"
4,698
7>047
000
8,000
8,000
000
PAD CONFIGIIRATIONS
Pad Description
Foster Co tion
Pad Area
. ft.
1,000 lb.
soft
2,Q00Ib.
sod
3,000 Ib.
soil
(2)13 14" x 26 Y4" as a base and (1) 20" x 20" on top
Three (3)17" x 22"
Three 17 ia" x 25 Ys"
4.8
5.0
6.0
4,800
5,000
6,000
96600
10,000
1 000
N/A
N/A
N/A
CAP BOARDS
MODEL#
I IDENTMCATION
DESCi2IMON
OT1CB1
Plastic Cap Board
1" x 8" x 16"
OT1CB2
Plastic Cap Board
2" x 8 x 16"
•� %4W wc.ua WcM uGa cm %,inu P= (tyv) wan ci ner a single or double stacked cap boards.
Revised 10/10
I
I
OPT OVERHEAD DUCT
NAllSim;:.,
omm
BEDROOMwall
Lk
Mill
MASTER BEDROOM
MASTER
BEDROOM
14'.V x 10'�
OPT BEDROOM
MODEL #COM24442A
DRAWING # 30M382
BEDROOM 3
lw. x 10-a
24' x 44' (CS2444-A)
sTNR AND LVIDNG ILL4MHAnm BEWNFD
CONCRETE OPTOM
IF STEPS ME MSTAUPQ ON EMSTINO CONCRETE. ME GROUND
ANCHORS AND MOOWN STRAP CAN BE QMITIED.
ME P.T. 4 X 4 POSTS WALL BE ANCHORED TO ME EMSTING
CONCRETE SUB USING SIMPSOV'S L-BRACCT DR EOIIIVALENT.
y
NONCNODUIR CHHGUTAII REGEHHED
PyrVM!1 T.B.'• tWxPpIpH IN:
'HNDRNL HEIGHT. MEASURED VERTICALLY FROM THE SLOPED PLANE
NNNBELE4OUESISH AOF HAP8NSALNOT LEM THM 3INCHES SURFACE
OTMORETHANSCHES.
CONAFN UAIWS PUN TTHEBE PROVIDED
D. 6 NAATIT�T ONE SIDE
MORE CISERS.
HANDRAIL ASSEMBLES AND GUARDS SHALL BE DESGNED TO RESIST A
ORD OF W PLF APPLIED IN ANY DIRECTION AT ME TOP AND TO
RANSFER INS LOAD THROUGH ME SUPPORTS TO ME STRUCTURE.
2 X 2 BALLS
MIN. (3) SIMMONS SDS 1/4- X 4-1/Y —
CONNECTI�ON. (S) 10d NAILS OR" FOR RIM MIST roEQUIVALENT
LANDING FLOOR
m
EQUIV. A
2X6
UB P.T. LANDING CONSTRUCTION
IS- O.C. FLOOR JCWS USING (5) Hid NAILS OR
EQUIVALENT AT EACH JOIST TO RIM JOIST
CONNECTION.
30' GROUND ANCHOR
W/ TIE DOWN STRAP
STRAP TO WRAP AROUND P.T. 2 X S TIGHTI.Y
(DO NOT OVER TENSION STRAPS)
(EACH ROES OF LANDING
(1) 2 X 6 P.T. ATTACHED TO POSES —
USING (61 16d NAILS OR EQUIVALENT AT EACH
US TO POST CONNECTION.
S/Y X 6 BOARD RAIL CAP
4A1OWM R SOR NOWT NULL BE T-J/4N THE BURR
,L BE Y,,wm VERTOMLY BETWFN LEAMNG 0= O VIE
ICMT TREADS. THE GRUTS! R6ER NF191i •IFHI ANY NMi
TANS 6NALL NDT EXCEED TIE E4ALEAY W YON MAN D/H RIM.
YINWY TKAO OIPM SMALL BE 101NDIEH ME TTDD OPM SNNL BE
RIM HORIZONTALLY MIAFFM TIE MM & MANES OF ME FOEIpST PRUXGOML
0ACd1T TREADS AID AT A RGNT MRS TO ME T YS IEAONO IDIL
OkATST TiFAD MITI NTIN AHY WM? w BTAINE SHALL NM 0,010 TIE
ME WARDS MAYBE NO% MNBNUN, VOW. OR M VAMNT.
TALL NOT ALLOW
OF A 4' DIAMETER SPHERE
2 X 4 TOP k BOTTOM ATTACHED TO
TO POSTS W TH (2)08 WOOD SCtEYS
ON INSIDE FACE
T-O UNONO NDMT : S SIFPS pnNJ
p P-G' IANBIxC NDGR > SIFPS DIIIi)
W/ MIN. (1�WOOOD SCREW OOR FOAUIOY.1
(0) 2 X 12 P.T. STAIR
USNG SMPSON'S LSO