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Manufactured Home Installation Specifications
(Must be completed and submitted with your application)
Applicant THOMAS G. JENNINGS
Address SAVANNA CLUB
7804 MCCLINTOCK WAY
PORT ST LUCIE FL 34952
Manufacturers Name PALM HARBOR
Roof Zone I I Wind Zone I I
No. of Sections 2 Width 30 Length 48
Installation Standard Used (check) Manufacturers Manual X
Permit #
Year 2020
I5C-1
Serial # TBD
Site Preparation
Debris and Organic Removal X Page # 13
Water Drainage' Natural Swale Pad X Other Page # 133
Foundation
Load bearing soil density 1500 Or assumed I,000 psf
Page # 155
Footing type: Poured in place Portable X
Page # 17
Mainrail frame block: Size 17.5X25.5 Placement o.c. 71
Page # 19
Perimeter blocking: Size 13X26 Number Location Pt'V--V1SLV(-0 JC-►
page 24
Ridge beam support: Number 17.5X25.5 Size Location
Page # 22
Center line blocking: Number Size 9 7.5X25.5 Location eER -51'y-BL l t l Ci
Page # 22
Special supports required (fireplace, bay window) Yes No X
Page # 88
Mating of Units: Mating gasket X Type used C�NTERSEAL
Page # 35
Fasteners: Roof Type 6" LAG _ Spacing 20 O.C.
Page # 39
Endwall Type 5" LAG Spacing 92 O.C.
page 40
Floors Type 5,1 LAG Spacing 20 O.C.
Page it 37
Anchors: Type 6,000 3,150 X
page # 60
Height of Unit (top of foundation to frame): MIN 18"
page # 60
Angle of straps 45
page # 64
Nwnber of frame ties $ Spacing 50411 n.c.
Page # 54
Number of over -roof ties (if required) NIA
Page # 65
Number of sidewall anchors 18 Zone II X Zone III
Page # 65
Number of centerline anchors 4 Number of stabilizers 4
Page # 65
Vents required for underpinning (Isf1150 sf floor area): No. _NA
Page # 95
Prepared by: THOMAS G. JENNINGS Date: 6 -q —0000
Revised 7/22/2014
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- PERMIT WORKSHEET Page 2 of2
PERMIT N14MBER
The pocW penetrometer. tests are rounded down to 150a psf
- or check hereto declare 1000 lb. so l wjthout tasting.
x 1500 X 1500 X 22
POCKET PENETROMETER TESTING MIETFIOIJ
'1. Teat the perlmetsr of the home at 8 locatlotts.
Z Take the reading at the depth of the Tooter.
3. Using 5130 lb. Increments, take the lowest
reading and routed dawn to that Incrarnent.
X 1500
X 1500 X 1 000
The results of the torque probe teat is 280 • Inch pounds or check
here if you are declaring ' anchors ea ng . A"
showing 278 Inah pounds or lass will requlreS YM ann ora.
Note: A stets approved lateral arm system [*being used and'41.
anahom are allowed at the eldewall locatlpns. I understand 6 fi
anchors are required at all canterlins Is points where the torque test
reading Is 275 or less and where the moblia hprne manufacturer may
requires anchors with 4000 lb holding caps*,
TJ Installer's Initlals
ALL TERT8 MUST BE PERFORMED BY A LICENSED INSTALLER
Installer Name
Thomas G".kennings
Care Tasted 31912020
Conned electrioc! bonductora between nwlti-ride unite, bat not to the main power
sourde. 't'hltr Includes the bonding wire between mitt -wide units. Pg. 75
um nu
s roam r, .
Debris and organic material removed YES
Water drainage, Natural Swale Rad x Other '
K.-Oln, mu ;we un
Floor Type Fadengr 3/8 LAG Length; 6" spacing; 2Q'
Walls: Type Fastener: 318 LAG Length: 66.E Spacing; 12"
Roof: Type Fastener 318 LAG length; 6„ Spadng: 20-
For used hordes a tt�n. 30 gauga, BrwTe� galvanized ilia astrip
will be centered over the peak of I he roof and festsned,with gale.
roating nails ad r on canter on both sides of the centerline,
rwa�trwrvroofUio P�ayi�m.et0 _ _—...- .
I understand a properly Installed gasket la a requlrawrtt of all new and used
homes and tfiensatton, mold, rneidew and budded marrlage walls ere
a result of a poorly Installed -or no gasket being Installed, t understand a s trp
of tape w1iL not serve as a gasket.
Installer's Initials
TJ
Typeasket C E NTERS EAL Installed:
pg. 3 Between Floors Yes '�
Balween Valls Yes
Bottorn of rldgebeam
The bottomboard will be repalr+ed andilor f ed. Yes Pg,
8iding on units is Installed to rnanufartu sppeeccifta- ate. yes
Flreplaos dhlmney Installed so as not to allow Intrusion of rain wad Yes J
mlaca mrous
Skirting to be installed. Yes No
-Dryer vent Installed outside � YV. WA
Range dowr�IoW vent Installed outside of slJNn__U. T'ss =A
Drain Imes supported at 4l foot Ihtervals. Yes
Medricel crossovers pretested. Yes d
Other:
Is acrasra% and true i3ased on the
Connect all sewer drains to an existing sewer tap craeptic.bink. pg. 78 .�'.� -- - --- -- -
connect all potable water supply piping to an existing water meter, water tap, or other Installer Slgnatura. �.� �� Date 31972D�Q
IndopendOnt water supply Sterns, Pg. 78
N4N*.Af4#Anchors,b,-
IMNON&D lAAndel USS LAW111WIMI and
for Florida
Revised: Mh 5/15
Nate: Your set must be designed by a Registered Professiorkal Engineer if all or one of the
foliawirtg conditions occur.
Location is within 1,500 feet aa Coast Root eaves exceeds 1 ff"
Pier Height exceeds Or Maim beam spacing exceeds 99.5°
SklOwail ht 1[l�
(� Minutia fular� Products]
1. R■pefer to the Monte Manufacturers instal -aw instructions for pier buttons. 6° Dias anchors
480 tong with vertical tits are requited at maxknurn 51»40 center along both skkwralls starting
at nwdrnum of 2'-W In from each ant of the home. Vertical ties must be used at all connec-
'tion porft is unished by home manufachsrer Centerffne anchors to be anad according to soil
Uxque oondkion. Any manufacturer's specifiewions for sfdewall ar chm loads in axes of
4,000 Itys rewire a 5' anchor.
2. Refer to the System Placement Plans for the location of Longitudinal lateral Bracing System
Pee AUscheo. Each system is required to have a frame tie and stabilizer attested at each
IaWral arm stabiliking location.
A. Remove turf to eKpose fern level soil at each SD3 pier pad location. Pre -assemble W' x
1-114" carr .bolls onto the SD3 pad with bent edges of pad planed downward, center
pad Under I-bmm and firmly press S03 pad into sail and level.
B. Attach Longlbrdinat and Lateral fleas Tubes at bolt iocabons on pad (see detail assembly
drawing). Drhe aVie bins may be driven ► ertica thr h (4) slats in SD3 pier pad now
or after home is telly set. Angle Drive Picts may be driven up to ten degrees off of vertical.
4. Stwvdard Try iestaiwbon:
A. For extrertteiy hard Seal or surface oonditfors the S03 pier pad can be placed flat on
suriaee with edges baant up. Magic (4) slots and pre -drill sail, nxk or asphalt with a 3/4" x
120 numonry dill! bit. Drilling not required when installed on softer soils.
B. Ate i.o inal and lateral Standard Tubes at Tube Clip locations on pad (see detail
assembly cravWrq). Drive angle pins may be driven vertically through (4) slots in SW pier
pad now or after home is totally set. Angle Drive Pins may be driven alp to ten degrees off
of V@rficW.
5. Level home on oortcr+ete blocks or steel piers by Minute Man.
6. Install Longitudinal And I ubaral mug In accordance with Systems Placement Plan and
Assembly Drawing.
7. Install vocal anchors, frame ties and stabilizers at each lateral arm system location.
FLORIDA ZONE H AND !II LONGITUDINAL AND
LATERAL BRACING SYSTEMS PLACEMENT
FOr RoofSOM UP to 4112 pdcfi
Each system is required to have a fraM to and sftb&zar ag&dwd at ea*
Weral arm stabadng tocaiion.
Revised: 6117/2002
HOME DIMENSIONS REPRESENT BOX SIZE
LEGEND Longitudinal Long�d�l and LaWW Laf�€
Bracing System �nBracing
8 o- Syswn
Mwj
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�' r � :i � :�• ris ~
FOR TEMPI E WDE ORTAG UNCfS-
8 SYSTEMS OVERW BMW IW-WING HM>1
FOR TINU VADE OR TAG UN17M
8 SYSTEMS UP TO
52 BOXI HITCH
LONGITUDINAL BRACE DETAIL FOR SW PIER PAD
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LONGTllDINAL & LATERAL. BRACING SYSTEM
DETAIL ASSEMBLY DRAWING
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�41Eo ax WORIQNG LOAD ANCHORS WfrH STASILIZErRS AND FPAMlE
TIES ARE REQUIRED ON 4 CORNERS OFALL SINGLE WIPE HOMES,
ANCHOR STRAPS MAY 6E INSTALLED WITH AN ANGLE AS LOW AS
46 DEGREES UP TQ 6tl DE eRM WHEN THEIR SOLE PURPOSE IS
VERTICAL AMCWWAE.
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APPROVED PROIDVCrs
FOR 01�E
INSTALLATION OF MANUFACrURIED HOMS
UPBMS HOME•SAFETY PRODUCTS mod...
P.O. Box SV467
Hdm*MK Tie 3UG
•mod Ate► !,� � 1.,3�
ldr x 16"
1.77
1,770
2,65
16" x 16"
1.78
1,780
2,
16„ x Is-
2.0
2,000
3,
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2.0
2,
3,00
19 w x 18 ifs" x 151}6"
2-W
2,360
3,55
1$ KKK 18 All x%"
"75
23?5
3�
13 W x 26 "
2.4
2.375
3,5
17" x 22"
2.5
2,500
3,7
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2.75
2,M
4,1
0
24' x 2e
4.0
OW
6,00
.:
21.13" x29.13" (x rd)
4.0
4,000
6,
23 W x 31 Yr
4.698
4 698
704
(2)1314" x 26 Y" as a base and (1) 20" x20'$f on tsp
Thm (3) it x 2Z"
T'bw )17Ya"x25W
H
660
000
54
25
000
cp ON
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2,� 11i.
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so
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3,450
4#420
5,310
5,316
3,560
4,430
5,340
5,320
4,000
5,000
66000
6,Opp
4,OQQ
5,000
6,000
6,000
0
4,730
5,910
7,W
7,090
3
4,750
5,598
5,"$
5AW
4,750
5,938
6,400
6�44a
5,000
6;250
7,900
7,50i1
5,500
6,275
8,2.50,
5,250
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s aav
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81000
ON
8,000
.
000
3.000
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040 I
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41 4X0 9.60I3 NIA
5.0 5,000 10,000 N/A
00 6.0 6.012_(i00 W/A
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