HomeMy WebLinkAboutMobile home Misc install packet PERMIT WORKSHEET I page -i oT Z
PERMIT NUMBER
Installer EDDIE GRUNDEL New Home ® Used Home
License# IH1118467
Home installed to the Manufacturer's Installation Manual
Address of home 899 NETTLES BLVD _ Home is installed in accordance with Rule 15-C
being installed �
Single wide Wind Zone II 0 Wind Zone III
Manufacturer JACOBSEN Length xwidth 20X35/36 Double wide ® Installation Decal # TBD
NOTE: if home is a single wide fill out one half of the blocking plan Triple/Quad Serial# TBD
if home is a triple or quad wide sketch in remainder of home
I understand Lateral Arm Systems cannot be used on any home (new or used) PIER SPACING TABLE FOR USED HOMES
where the sidewall ties exceed 5 ft 4 in.
Installer's initials TG
Load Footer 16"x 16" 18 1/2"x 18 20"x 20" 22"x 22" 24"X 24" 26"x 26" �
Typical pier spacing bearing sizecapacity (sq in) (256) 1/2" (342) (400) (484)' (576)' (676)
a eral
2' 6 —PS
Show locations of Longitudinal and Lateral Systems 1500ps
lon�itudinai (use dark lines to show these locations) ps
2500 ps
ps
ps
interpolated from Rule 15C-1 pier spacing table.
PIER PAD SI ES POPULAR PAD SIZES
I-beam pier pad size Y �<`s17X22.5 Pad Size Sci In
06
, vi X16 :Zb6
Perimeter pier pad V@oG7r,-, �C16 x 18
A F �O S' 18.5 x 18.5
Other pier pad sizes a 16 X
�.
------------------------------- (required by the mfg.) '�y�,s+�% y y x22
..; �.. 9�99<O y<<<10 4 x 4
13
yaw the approxim �4pC� rTp of marria x
I openings 4 foot aiO%se this x 4
jp of to show the pi OO, 0 s x
marnagewall piers within Z of end of home per Rule 15C 'y'� it '9��`9 09 O Q X
List r e wall openings j�D l foolx
and i *d sizes below. O� 9� ANCHORS
Pier pads ize
I I I T I I f I I �� -.� 4 ft 5 ft
r_r_�___,___ _T_ _i___1_.�___ _i___i_i_T___r_i_i_____T_T___i_i__�_ _____r_, _/(
!_10 -.CJ if l _L_'__'_!_J_1_L_�_' 1-5 0 / 17X22.5
'_1_L_L ��.ia{J _I_J_J_J_L_L_L FRAMETIES
I , I iv , I �I , R ' ' I ' ' ' ' ' ' ' ' ' ' ' �'�'9� within 2'of end of home X
_L:L._I -Jr�r �1-wlL � y y`/�7��►{��-J_I-L_L_ram-I_J_J_;-a-4.-L_I
1`. ,f Y F'� (� I �1 l�•I r
r-r-,- -r*+rt%ir� ��'r T_rT r Imo' ��r, rC'Ci -r--'f- i-i-i-r-�--+-�-i-r-r-r-; Q Jf� •/ spaced at5 4 oC
2,
1 I I I
r-r-r-I -r-r-,--r-I-�-,-t-;-.-I OTHER TIES
TIEDOWNCOMPONENTS
I I I I 1 Number
1_Lj_L_L_I__I_J_1_1_L_I__I
Longitudinal Stabilizing Device(LSD) Sidewall
L_I_J_�_1_i� J_;_L_F-L_i_J_ �•' .�-; L_I-J_J_1_}_4-L-I-J
I �j „ I 1 1 1 1 1 1 1 1 1 1 Manufacturer OLIVER Longitudinal
Longitudinal Stabilizing Device w/Lateral Arms Marriage wall
-•-r-r-,--i-----r-r-r'-1---,---r-r .......r-r-I
, 1 I I 1 Manufacturer Shearwall
I
r_r-I-'1-�- -r'r^r-I--,-'1-i1-T-r-i-,--I-1-T-r-r-r-,-',-l-T-r-r-r—,- - - r r-r-r
-,
PERMIT WORKSHEET I page t or z
PERMIT NUMBER
Site Preparation
POCKET PENETROMETER TEST
Debris and organic material removed YES
The pocket penetrometer tests are rounded down to 1500 psf Water drainage: Natural Swale Pad X Other
or check here to declare 1000 lb. soil without testing.
Fastening mutt wide units
X 15jj X 15ti X 15QS
Floor: Type Fastener: LAG Length: 6" Spacing: 24"
Walls: Type Fastener LAG Length: 6„ Spacing: 24"
POCKET PENETROMETER TESTING METHOD Roof: Type Fastener: GALV Length: Spacing:
For used homes a min. 30 gauge, 8"wide, galvanized metal strip
1. Test the perimeter of the home at 6 locations. will be centered over the peak of the roof and fastened with galv.
roofing nails at 2"on center on both sides of the centerline.
2. Take the reading at the depth of the footer.
Gasket(woathorproofing roquiromont)
3. Using 500 lb. increments, take the lowest
reading and round down to that increment. I understand a properly 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 poorly installed or no gasket being installed. I understand a strip
X 15QS X 15b X 151h oftape will notserve as a gasket.
Installer's initials TG
TORQUE PROBE TEST
Type gasket FOAM Installed:
The results of the torque probe test is 285 inch pounds or check Pg. Between Floors Yes X
here if you are declaring 5'anchors without testing . Atest Between Walls Yes X
showing 275 inch pounds or less will require 5 foot anchors. Bottom of ridgebeam Yes X
Note: Astate approved lateral arm system is being used and 4 ft.
anchors are allowed at the sidewall locations. I understand 5 ft Weatherproofing
anchors are required at all centerline tie points where the torque test
reading is 275 or less and where the mobile home manufacturer may The bottomboard will be repaired and/or taped. Yes X Pg.
requires anchors with 4000 lb holding capacity. Siding on units is installed to manufacturer's specifications. Yes X
TG Installer's initials Fireplace chimney installed so as not to allow intrusion of rain water. Yes X
ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Miscellaneous
Installer Name THOMAS GRUNDEL Skirting to be installed. Yes X No
Dryer vent installed outside of skirting. Yes X N/A
Date Tested Range downflow vent installed outside of skirting. Yes X N/A
Drain lines supported at foot intervals. Yes X
Electrical crossovers protected. Yes X
Other:
Electrical
onnect ,e4pctrical conductors between multi-wide units, but not to the main power
Durce. ncludes the bonding wire between mult-wide units. Pg.
Installer verifies all information given with this permit worksheet
Plum bing is accurate and true based on the
onnect all sewer drains to an existing sewer tap or septic tank. Pg. manufacturer's installation instructs ns and or Rule 15C-1 & 2
onnect all potable water supply piping to an existing water meter,water tap, or other Installer Signature Date
�..^^^�^^ •. 'to.cnnh.cve�omc Pn
page I
OLIVER TECHNOLOGIES,INC. revision 6/07
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM
MODEL 1101"V"(STEPS 1-15)
LONGITUDINAL ONLY:FOLLOW STEPS 1-9
FOR ADDING LATERAL ARM:Follow Steps 10-15
FOR CONCRETE APPLICATIONS:Follow Steps 16-19
ENGINEERS STAMP ENGINEERS STAMP
1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at I-800-284-7437 :
a) Pier height exceeds 48" b) Length of home exceeds 76'c) Roof eaves exceed 16" d) Sidewall he ght exceed 96"
e) Location is within 1500 feet of coast
INSTALLATION OF GROUND PAN
2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan
3. Place ground pan (C)directly below chassis I-beam . Press or drive pan firmly into soil until flush with or :)elow soil.
SPECIAL NOTE: The longitudinal W" brace system serves as a pier under the home and should be loa ed as any
other pier. It is recommended that after leveling piers, and one-third inch (1/3") before home is lowered c mpietely on
to piers, complete steps 4 through 9 below then remove jacks.
INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM
NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTIO I IS REQUIRED. SOIL TEST
PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION.IF PROBE TE READINGS ARE BETWEEN
175&275 A 5 FOOT ANCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276&350 A 4 FOOT A CHOR MAY BE USED. USE
GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4" .VERTICAL TIES ARE ALSO REQ1 IIRED ON HOMES SUPPLIED
WITH VERTICAL TIE CONNECTION POINTS(PER FLORIDA REG.) .
4. Select the correct square tube brace (E) length for set- up (pier) height at support location. (The 18" tub is always
used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled t length as long as a
40 to 45 degree angle is maintained.
PIER HEIGHT 1.25"ADJUSTABLE 1.50"ADJUSTABLE j
(Approx. 45 degrees Max.) Tube Length Tube Length
7 3/4" to 25" 22" 18"
24 3/4" to 32 1/4" 32" 18"
33" to 41" 44" 18"
40" to 48" 54" 18"
5. Install (2) of the 1.50" square tubes (E (18"tube) )into the"U" bracket (J), insert carriage bolt and lea e nut loose for final
adjustment.
6. Place I-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 I osely with bolt and nut.
8. Repeat steps 6 through 7 to create the "W pattern of the square tubes loosely in place. The angle is n t to exceed 45
degree and not below 40 degrees.
9. After all bolts are tightened, secure 1.25" and 1.50"tubes using four(4) 1/4"-14 x 3/4" self-tapping scre in pre-drilled holes.
INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM
THE MODEL 1101 "V"(LONGITUDINAL&LATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZE PLATES& FRAME TIES.
NOTE:THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4".
FOUR FOOT(4')GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPEC FIES DIFFERENT.
10. Install remaining vertical tie-down straps and 4' ground anchors per home manufacturer's instructions. OTE: Centerline
anchors to be sized according to soil torque condition.Any manufacturer's specifications for sidewall ar chor loads in excess of
4,000 lbs. require a 5'anchor per Florida Code.
11. NOTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizin location. This frame tie &
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 lei gths come in either 60"
or 72" lengths. (With the 1.50"tube as the bottom tube, and the 1.25" tube as the inserted tube.)
13. Install the 1.50 transverse brace (H)to the ground pan connector (D)with bolt and nut.
14. Slide 1.25" transverse brace into the 1.50" brace and attach to adjacent I-beam connector ( I )with bol and nut.
15. Secure 1.50" transverse arm to 1.25"transverse arm using four 4 1/4"- 14 x 3/4" self-tapping screws in re-drilled holes.
AL
OLIVER TECHNOLOGIES, INC. 931-796A555
to,ivertechnologies.com
1-800-284-7437
Fax:931-796-8811
I
I
longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of t concrete(see below).
c) Footers must have minimum surface area of"ll sq. in. (i.e. 21"square), and must be a minimum of 8"deep.
d) If a full slab is used, the depth must be a 4"minimum at system bracket location, all other specifications mu t be per local jurisdiction.
Special inspection of the system bracket installation is not required.. Footers must allow for at least 4"from he concrete bolt to the edge
of the concrete.
NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction.
LONGITUDINAL: (Model 1101 LC "V")
17. When using Part# 1101-W-CPCA(wetset).simply install the bracket in runner/footer OR When installina in c iredconcrete us Part#
101-D-CPCA(.dryset).The 1101 (dryset) CA bracket is attached to the concrete using (2) 5l8"x3" concrete w idge bolts (Simpson part#
S162300H 5/8" X 3"or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locatior s,then using a 5/8"diameter
masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes Place wedge bolts into drilled
holes, then place 1101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer ar J lightly drive the wedge bolts
down by hitting the nut(making sure not to hit the top of threads on bolt). The sleeve f concrete wedge bolt reeds to be at or below thg top
of concrete. Complete by tightening nuts.
LATERAL: (Model 1101 TIC "V")
18. For wet set(part# 1101-W-TACA) installation simply install the anchor bolt into runner/footer. For dry set insl allation (part# 1101-D-TACA)
mark bolt hole locations, then using a 5/8"diam. masonry bit, drill a hole to a minimum depth of 3". Makes re all dust and concrete is
blown out of the hole. Place wedge bolts (Simpson part#S162300H 5/8" X 3"or Powers equivalent)into(D) =crete dry transverse
connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting th' nut(making sure not to hit
the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or below top of concrete.
19. When using part# 1101 CVW(wetset)or 1101 CVD (dryset), install per steps 17 & 18. i
Notes:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • = STABILIZER PLATE AND FRAME TIE LOCATION (needs b
be boated vA—n 18 ncties of center of grand pan or corlaeb)
3. KD-- LOCATION OF LONGITUDINAL BRACING ONLY
4. �=TRANSVERSE BLONGfTUDINALLOCATIO s
REQUIRED NUMBER AND LOCATION OF MODEL 1101 "V" OR 11 1 Q "V"
BRACES FOR UP TO 4/12 ROOF PITCH
ALL WIDTHS; AND LENGTHS UP TO 52'
L• • • • • •
I
ALL WIDTHS, AND LENGTHS OVER 52' TO 80'
• •
• • • •
HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS
6 systems for home lengths up to 52' and 8 systems for homes over 52' and up 0'. One stabilizer
plate and frame tie required at each lateral bracing system.
i A�ho
• Florioa approved 4'ground page 3
anchors may be used in all i revision 6/07
locations except where
home manufacturers speci-
fications for sidewall straps
I- Transverse arm I-beam {
are in excess of 4,000 lbs.
These locations require a 5' connector
anchor.Per Florida Code. / �H Transverse arm
To 1.25-
P( )
bottom(1 5-) C = GROUND PAN
1 I
' D = GROUND PANNECTOR
D-Ground F-:1r brace I-beam , U BRACKETSSVERSE
Pan � E =TELESCOPINRACE
transverse �Yi TUBE ASSEM33f,
/ 1.5 BOT-
�nrlectors J-ground Pan TOM TUBE AN5 TUBE
V Bracket INSERT
F = "V" BRACE [-BE M CONNEC-
TORS ASSEMB
E--V-BraceTub H = TELESCOPING TRANSVERSE
Top(1.25') ARM ASSEMBL
Bottom (1.5-)
I =TRANSVERSE AM I-BEAM
Ground Pan CONNECTOR IIII
J= V PAN BRACKET]
1
i
Model # 1101 "V"
eam a c amp
Longitude d Alternate Hole for (1)Per Assembly
9 dry Narrower Beam Flange
concrete bracket
part# 1101 D-CPCA
Grade 5-112"x 1"
Carriage Boll&Nut
Wet bracket part #
1101 W-CPCA not Grade 5-112-x21/2" Model 1100 CVD
Shown Carriage Boll 8 Nut i
I-BEAM CONNECTOR BRACKET Model 110( CVW
not shown!
'
;Florida approved 4'ground �-—-- C = CONCRETE F OTER/RUNNER
:anchors may be used in all
[locations except where home -- D = CONCRETE U RACKET TRANSVERSE
:manufacturers specficafions CONNECTOR( nnects with grade 5-1/2"x 2
:for sidewall straps are in 1/2" cama &nut
:excess of 4,000 lbs These I- Transverse arm I-beam a{ III I ql Ip r Y_j Q g )
:locations require a 5'anchor. connector I - -'} E =TELESCOPIN V BRACE
:Per Florida Code. <H-Transverse arm TUBE ASSEM Y W/ 1.5 BOT-
Top(1.25-) / TOM TUBE ANT 1.25 TUBE
bottom(1.5-) INSERT I
/ F ="V" BRACE I-B M CONNECTOR ASSEMBLY
O-Concrete F-:'W brace 1-beam , (connects with rade 5- 1/2"x 4"carriage bolt
U bracket _ connectors & nut)
transverse / �Y/ �n H = TELESCOPING TRANSVERSE ARM
connectors J-Concrete ASSEMBLY
-V"Bracket I =TRANSVERSE ARM I-BEAM CONNECTOR
(connects with gr e 5-1/2"x 2 1/2""carriage bolt
&nut)
E- Brace)
Top( J= CONCRETE"V" BRACKET(connects with
Bosomm (t1. " " a 5-) grade 5- 1/2 x carriage bolt& nut)
Concrete
Footer/Runner
I
I
b i
Model # 1101 C N"
OLIVER TECHNOLOGIES, INC. Telephone: 931-796-4555
1-800-284-7437 Fax: 931-796-8811
www.olivertechnologies.com
VERTICAL VINYL SKIRTING ( components E installation
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• ��,��,'i✓S �SL9�
�t Nettles Island inc., a condominium
9801 South Ocean Drive,Jensen Beach, FL 34957
(772)229-2930
FAX(772)229-9901
April 21,2017
Phillip Colla
899 Nettles Blvd.
Jensen Beach, Fl. 34957
Re. Lot 899 Construction Plans
The review of your plans for lot#899 is complete. The site plan complies with the
required setbacks, and meets Nettles Island, Inc. two vehicle parking space requirements,
we have no objections.
Any modifications that affect the foot print of the home must be resubmitted to Nettles
Island for approval. Please adhere to the enclosed Nettles Island Procedures Governing
Contractor and Building Activity on Nettles Island. Please provide us with a copy of the
permit before proceeding with construction or demolition.
Upon completion,please send a copy of your final survey for our files.
Respectfully
Howard Kickert or Janice McLaughlin
Architectural Chairperson
CC: Laura Jones,LCAM,File
hk/bh a WO�I�U
J
\ 10'-10 1/2"— 2'-8"- `--- 7'-11 7/8" 12'-7 1/8"
v*) PROPOSED PLAN
PLAN, AS '�HOVVN A COLLA - CENTRAL
ALL DIMENSIONS
AREA APPROXIMATE 283UUII
IMP
• ; I- Dkhwashet(bask P. r
BEDROOM # 2 # U�
W 9 Liners lu 0 ID
Stack O
2668
Prep
= `
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5., 2468
C= M LA
DNS/
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n i -ctv
lVtwl Lilu
HITC
IMPACT WINDOWS
# 2 I f i I 1 �� r R 30 ROOF
R-19 WALLS
b` I Dr4vers Belo j �-�
R-11 FLOOR
I O
wP_. BEDROOM # 1 15'-11 7/16"
28AODH IWP
....... 2' ' 40
16'-4 15116r,LIVING AREA
710 sq ft
Page 1 Residential Heat Lose and Heat Gain Calculation 5WO17
In accordance with ACCA Manual J
Report Pre By:
Central Air Systems Inc.
For: Colla
899 Nettles
Jensen Beach,fl
Design Cond I bns: Fort Pierce
Indoc r Outdoor.
Sumn er temperature: 70 Summer temperature: 90
Winte emperature: 70 Winter temperature: 42
Relati humidity: 55 Summer grains of moisture: 127
Daily temperature rangeAAedium
Building Com onent Sensible Latent Total Total
Gain Gain Heat Gain Had loss
(BTUH) (BTUH) (BTUH) (BTUH)
Duct 1,625 0 1,625 637
Floors 882 0 882 1,588
Walls 1,084 0 1,084 1,286
Ceilings 2,178 0 2,178 1,386
People 1,500 1,150 2,650 0
Fireplaces 0 0 0 0
Misc 1,200 0 1,200 0
Windows 7,368 0 7,368 3,936
Doors 1,012 0 1,012 1,201
Glassdoors 0 0 0 0
Skylights 0 0 0 0
Infiltration 1,027 2,126 3,153 3,354
Whole House 17,976 3,276 21,162 13,368
(2 tons)
v
HVAC-Calc Resi ntial 4.0 by HVAC Computer Systems Ltd_ -1101
Load caiautaiay am eetimsls,oNY,real loads may wy due 90 aeadtsr ad oorntrudlm aiferenow
L•al 9Z09G6t'T 9S za�.aa i�n0 d 1 WUOO = T T LIDO so ReW
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awad CERTIFIED
Certificate of Product Ratings
"m ConOwd Retwwtca Nuntbw:9467261 Date LS2017
Product_Split System:Alr Cooted Condensing Unit,Cod wlth Btdra.
Outdow tarot Model Number-NXA1214A.GWKC"
tndocw Unit Model Number FEMeP2a••AL
Manufactwer.TEMPSTAR
TraMtWand name.TEMPSTAR
Region;Southeast and North(AL.AR.OC.Of.FI-GA.Hi.KY.LA,MO.MS.f#C.OK.SC.TN.TX,VA
AK,CO.CT.10.M.U1,IN,KS.MA,ME,M.M.MO,MT.NO,NE.ttH.NJ.
NY.ON.OR,PA,RI,SO.UT.VT.WA.WV,YN.WY,U.S.Terrltarlee)
Region Note:Centret sit conditioners mw%dst swad prior to January 1,201 S,am armpkila to be
inststlej In atl r►giont untJ Jun*30.2016.. Vegt*r 1 -July 1,2016,cerNral aft corrd4ta.rert
Can O,ly be Initerhrd.n reg.OeMat}Or which"meet the regional effickmcy raQWtamenL
Set)os nAme-is SEER N SERKS R410A AC
Msnufactww responsib"fw ttr r*"of tM%system conrbwation is TEMPSTAR
Rated as foeors M accordame with AHRI Standard 219R40-200t for Unitary Alf-CondilkwA g and Alr41640ce
Hoe1 Pump Equtprneart and subject to.erdtcandrn of taking accuracy by AHRIApomomd,independwlt,owd
Panty too":
coo"capmaty ftftuhY 22i)wo
EER Remy(Cooling) 1150
SEER Rating,(Cocci-°' '4 00
?EER Rating Kowa'
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dots Airco•an N.ot)"a.«ia R weak" I CERTIFICATE NO.:
Michael G Tomko,P.E.
T.R.Arnold and Associates,Inc
Phone: 574-264-0745
Fax: 574-264-0740
Dec 7, 2016
Craig Young
Jacobsen Homes
Mr. Young,
Page SU-01-008 in the Jacobsen Homes' HUD set-up manual was based on the 2004
Florida Residential Code. Since Florida has adopted the 2014 Florida residential code,
the wind speed map has been changed to represent ultimate wind speed in ASCE7-10
instead of the design wind speed called out in the ASCE7-05 maps
The wind pressures calculated from the wind speed map in ASCE7-10 are allowed to be
reduced by a factor of 1 2/3 if the structure is designed using Allowable Stress Design.
When using a wind design from ASCE7-05,the conversion to an ultimate wind speed is
as follows:
ASCE7-05(2004 FBC)VASD: 120 mph exp B=ASCE7-10(2014 FBC)VULT: 140 mph exp C
ASCE7-05 (2004 FBC}VASD: 140 mph exp B=ASCE7-10(2014 FBC)VuLT: 164 mph exp C
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* : No 63802
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