HomeMy WebLinkAboutPLANS®= EIECTBm mw
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PIER LOAD 201b. ROOF LOAD
CMUMN P'! /
NI OAO
IER P/ 1
3�000
PIFR / 2
A090
LOT 118-TALL PINES, 314 S ERIE DR, FORT PIERCE, FL 34946
SERIAL - WHCO25462GAAB
RFAR MR
PR]K
a,
1r Lmy1—�`
PIER/1 �-
LJ __—
L—TYPICAL
FRAME SUPPORT PIERS
cn
!=
n
GENERAL
(p
co
AEA LOADS SHOWN ARE TO BE USED TO SIZE THE FOOTINGS
PERIETER SKIRTING MATERIAL AND FOUNDATION
n
z
BELOW THE MARRIAGEWALL FOR COLUMN SUPPORT PIERS
REFER TO TABLES 6b
WALL DESSIS ARE TO AUfN PATH THE HOMES
Q
m
AND 6. IN THE INSTALLATION MANUAL
FOR LOAD ON FRAME PIER FOOTINGS FOR HOMES
DaERIOR WALL PERDIETER AREAS AROUNO POROUS OR
C
THAT DO
NO MRR IME PERIMETERTO TABLES
MANUAIN
7PIER D
RECESSED ENTRIES ARE TO BE SEPARATED TD PREVENT
MOISTURE FROM =UMUTADNC BENEATH THE HO
rt
INSTALLATIONFOREFER
R LOAD ON FRAM
FOOTINGS THAT REWIRE PERIMETER BLOCKING. REFER TO
'G
p�S 10 AND 10a TO DETERMINE FOOTING SIZE FOR ALL
2, REFER TO TABLE 9 FOR PIER CONFIGURATION AND .MAXIMUM
20 lb ROOF LOAD MDMLL opom (IT)
9DEWALL OPENING PIER LOAD Rom m m 0K
24' BOX WIDTH 3 4 1 5 1 6 1 8 1 10
1100 1 1240 1 1380 1 1520 1 1800 1 2080
'FOR 30 lb & 40 @ ROOF LOAD REFER TO TABLES 7b & 7c IN THE INSTALLATION MANUAL
FRAME TIEOOWN CHARTS (TABLE 18, 19, AND 20).
3. FLOOR WIDTH SHOWN IS FOR STANDARD PRODUCT ONLY.
CONTACT THE MFG PUNT FOR SPECIFICATIONS OF OPTIONS
ORDERED. 687 SO.FT. (STD PLAN
4. SERVICE CROP LOCATIONS IDENTIFIED ARE APPROXIMATE
S. THE MAXIMUM SPACING FOR B' I -BEAMS IS B FEET, 10' & 12'
I-997 SO.FT.(W�O OPT PORCH�flECE51
BEAMS ARE 10 FEET. /'TT
y� 0008
PFRMI'r �JOI'21(ShIEE-r, AINno0 mom us I
PERMIT NUMBER — _ 30iVbf!'ItilA!®"� �®®e� page I oft
Installer THOMASG.JENNINGS - -' §yam AQ�' H
license # IH•1026176 New Flown ��-° ®�jQ�u,� FY•
ter
I Eft �r Home installed to the Monufaclurer�(rliEL�7 \p����\,�
Address to homo ,Dp
being Installed Home Is Installed In accordance rrllh Rule I5•C
'j'Ohi Single wide
Manufacturer ElEl
-
-� • Length xwidth Li'�'1� c?�j Litr' Wind Zone II ❑ Wind Zone III]
Double wide N Installation Decal #
NOTE: !/)iome Is a sin Is wide till out one hall of the blocking plan !/home Is a Mp/e or quad wldo sketch in remainder o/home Triple/Quad ❑ Serial F
1 understand Lateral Arm Systems cannot be used on any home (new or used)
where the sldewall ties exceed 5 it 41n.
Installer's Initials _ T I
Typicalrp'i�e�r spacing
W.W
PIER 5pACIN13 TABLE FOR USED HOMES
Loed Footer
be" air* te'x 16• la UTxI61? 2a•x 20' 22'x 22` 24'X 24' 26'126•
�Odlr (eq )n) (26M (34 (4D0) (406) (6T6)• (076)
PIER PAD SITES
I-beam Pier pad size
pedmefer Pler Pad size _ 13 x 26
Other dm
(requiredp DPY nlgUm W9 -- .)
®Draw Um approximate localim of mmiag,,
� PO1 4Imt or Wester. Use Iffla
plem
Lht aD mardage wag opeNrga greater than 4 foot
and thei pier Pad alzea bebw
OPeii111 • Pier padsim Y
P.
itroftWof♦tetn `�
Longftud/nd Sfabgbing Device (LSD)
MamfOdUrar
Longlhrdlna/ rag a ca
Manufacturer McNuT _ m ant eto ns
e
1
4ft _ ,/_Bn
Ptelwenea
wHhln 2' of and othome
zPaped ate4'oo_�/
orate ea ,
SIdawa
Number
Lonabg
otgltudlnel 'Umdage well
Shearwalf
_ .. .
PERMIT NUMBER PERMIT WORKSHEET
pogo
p The pocket penstrometertests are rounded down to 50�_ 0 pat
or check here to declare WOO lb. soft withou esting. —
X 1500 X 1500 X 1500
LTsketha
NETROMETER TESTING METHOD
meter of the home at 8 locations.
ding at the depth of the tooter.
. increments, take the lowest
round down to that increment,
X 1500 X 15t 0 X 1500
The results of the torque probe test is 280 Inch pounds or check
here if you are declaring 5' anchors without testing . A lest
showing 275 inch pounds or less will require 5foot anchors.
Note: A slate approved lateral arrr system Is being used and 4 fl•
anchor's are allowed
at alcantehlnlocations.
tie polnn is whomthe torque test
reading Is 276 or lose and where the mobile home manufacturer may
requires anchors with 4000 Ib holding capacity.
TA Installer's Irritate
ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER
Installer Name THOMAS G JENNINGS
Date Tested
•e lcc
Connect electrical conductors between multi -wide units, but not to the main power
source. This includes the bond-ng wire between mull -wide units.
• P um n
Connect all sewer drains to an existing sewer top or septic tank
Connect all potable water supply piping to an existing water meter, water tap, ar other
independent water supply systems.
SIt• repay on
Debris and organic material removed YES
Water drainage: Natural Swale_ Other
a•tm n mu t wi • anll•
Floor: Type Fastener; 3/-- g I A Len Ih: Spacing: 2q
Walls: Type Fastener: g
Roof: Type Fastener. Length: 6" Spacing: 12
For used homes a mi p ga�get 8' wide, galvanized metal s rip
will be centered over the peak d the roof and fastened with gole.
roofing nails at 2' on center on both sides of the centerline.
G•ekd wnelAar ofin � 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 poorly installed or no gasket being Installed. I understand a strip Of lope will not serve
as a gaskel.
Installer's Initials TJ
�O
Type gasket CENTER SEAL Installed:
g
Between Floors Yes X
Between Wals Yes_ X
Bottom of nagebeam Yes X
The boom units Is nill be stalled Paired m nufacturerb specifications, Yes,�—
ng XX. pg.
Fireplace chimney Installed so as not to allow intrusion of rain waler. Yes X
M cal an•oua
Slating to be installed. Yes XX No
vent InsIde talNIA
led
Range doownfl went Installed outside of sKrlYes N/A
Drain lines supported at 4 foot Intervals. Yes _XX
Electrical crossoverspmtecled• Yes
_XX
Other:
Installer vs. lges ....all Information given with this perinR works -beat
Is accurate and true based on the
manufacturer's Installation Instructions and or Ruda 15C 1 & 2
Installer Signature ,2 14 —�' Data 10—a-/9 '
ChWo-n,
homes
LOT 118—TALL PINES, 314 S ERIE DR, FORT PIERCE, FL 34946
SERIAL— WHCO25462GAAB
Date: October7, 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
.pile 'COPY
3350 INDUSTRIAL BLVD. WAYCROSS, GEORGIA 31503 (912) 283-6400 (912) 283-4036
/yam
Anchors,
Installation Instructions for Model LLBS Lon 1tudinal and
Lateral Braoina System Aooroved 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 Sidewall height exceeds 108 Main beam spacing exceeds 99.5"
(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 5'-4° center along both sldewalls starting
at maximum of 2'-00 in from each end of the home. Vertical ties must be used at all connec-
lion 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
I
arm stabilizing location.
3. Rex Tube Installation:
A. Remove turf to expose firm level soil at each SD3 pier pad location. Pre -assemble 1/2" x
1-1/4" carriage bolts onto the SD3 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
draw ng) 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 Installation:
For extremely hard soil or surface conditions the SD3
A. laced flat on
surface with edges bent up. Mark (4) slots and pre-dnipsoil, ier �rock or aspcan be phalt 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 drawi
pad nong). Drive angle pins may be driven vertically through (4) slots in SD3 pier
w 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 arts system location.
�O�®,d ���
O �•
�
FLORIDA ZONE II AND III LONGITUDINAL AND
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
Bracing System
FOR TRIPLE WIDE OR TAG UNIT&
S SYSTEMS OVER 57 BOX! 56' INCLUDING HITCH
final and Lateral o- Lateral Bracing
System System
49'-76 LONG - 6 SYSTEMS
W INCLUDING HITCH
FOR TRIPLE WIDE OR TAG UNITS
6 SYSTEMS UP TO
67 BOX/ 66'INCLUDING HITCH
-pile c
LONGITUDINAL BRACE DETAIL FOR SD3 PIER PAD
I-W 41
lS FOR ti O q' niiL
44' FOR lr 10 3Y PER
Sr FOR Ir TO 40• PER
6' FOR lY TO 4ir PER
JI']Q J CARRIAGE
SD3 PER PAD
4
LONGITUDINAL & LATERAL BRACING SYSTEM
DETAIL ASSEMBLY DRAWING
•
MAX &DEWA11 HMU W
MRTI RDOF EAVES l6'
'WM- 11r 80055 �ARREE 6.(illpppE��5SPAM�
W" PER T�IN USM �-L
7NE END
TO Am ROOM FOR mm TIJBR,
��a
f- L�g�Fi •
�",,,
ilAi
OR
SMIX
BW= UP
The Minute Man Anchors LM
"DRIVEPD
st tested for
lS AL
Zones I,, U, & le M
pm SD DRIVE PIN
lasted 1On=1
Rev.v. 714102 7/T4/04
Rev.
3060IL WORIUNG LOAD ANCHORS WITH STABILVERS AND FRAME
TIES ARE REQUIRED ON 4 CORNERS OF ALL SINGLE
Rev 2(1110
WIDE HOMES
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
VERTICALANCMORAGM
APPRQVEDpRODUCrS
1�ORTgE
%4Li��lTlON-OF MAN�IF'ACI
��$O�.N�C,�ro13aa28i26
IMMA2
Anchor"�•Ay�
S/H" X 48"bolt
IOIId'
I.a�rl:
heed wig a. '
sg(a 6" disc
44
B;T50
. 4,72i
4
Amphor.
' oltbmd_
widhaHISIO lP'diae
4a. .
+lA73'
dA
Anclwr.
%,,x6r rod, daeble bolt lid
'
'
whhA ' 7" disc '
4;fMftl.
6.0a0:
�
.. . - ..
:. :
Anchor
E 60' double bok.11aad
,.
wig a ° 8"diae
4
AMA'i2,
i....
....A.....
:
Anchor.'
10" EBdedxod wjt
'
md.Uscw
....
3,150 '
..4775 ,
M !# 14.
(bzl}r�apd.0
Anchor
W a 10"sawitla3+.t
Cftaad13ae wi8f mom.
Cv=M
: 3.15i1•
`
4Y
slab ("00
h04a4z.
Anchor
Swwdhead. Uaewtth
COUDDIft.3.150
Concrete am (wet)
:..'
4,7iS
ed T
DeviceDoubla
WfwkhOloia:boltmefyWm
VA1150:.:.
4,725
fare' .: bob in
ai®b(dKy)
A94A'22
011vanimd1' nsion
,
device
aver
N/h.
3,i5p
4,??S..
1irwidex13.5!' .. .
�tx7'!s.
ontlm t
NIAt .
3;15i1
4.725.
5
APPJtovjWftODUCrS.
FORUM.
D 4LLAUGN OI+' Lei'{ tLDHAM S
F.estl�Ro�k,.i� 2e726
�
pox n�s�e'rt�t
sue:`
B-ANSI i'JPx
A225.1'&ARM .035"
PHA
3953.9I 6tlzisastoa
tmidt
.._. jj
�t&3..
Skga.(�r)mat I �. . . aide
,,
x2w10%
N/A
bolE 3'J.^x 5fd�:1
' bolt
3;I ..
4- ,
"
1 .1b
WA
PFer
3.M
{;
IZ"—IG''with.edj N/A:
-head 1aM to I-bmm
DVA`
IWA
AII :2t►
Pia I2"-20"wi&4'adj
W/A .
taI-keam
NSA
MDP�
pier 20"-24".with4"
N/A
—hind :to I-beam.NSA
WA. ..
Mf 28
Pier U"-28"whh4" N/A
hd&—hwd Ichgb to l beam.
WA
.. WA
UM-32
P ier 2"-3rw' ith4"adjuMnem N/A
bdgbt—had:hXkgtoI-bmm
N/A.
MIA
M6 A41 . .
claiv. beam N/A
�'ybo zls�acLeaffiads 5'
how .
2"XM"X7�.and2'z
'
s
1[ 51l8" z 7SOP �6Aad MA
?,150:
q
0
1
2"a20".xI".
St &fie Pad
A
N/A,
.:
Nip. �y
3.G x6"x7gm
WA
N/A
WA
s
MWAT Bi�oewgh.�ave
i %"BE=?v6e
.
F
watam19'�lieivuiea
WA
IQfA
WAcamw :
Tie
2"a3"x7cogrArtie
AuM
V-" and x4r vylemsbor�kal8' disc,
hae.
qb
3.150
4.721.
.
'h"rala60"wJd�lg",diec,
i
ms
cfwb abbiGar.
46.
4�oW
had.,mdpt
..JD.
:.T 37�.1.
•.a�beS.Nid
be��
Aid,
-
.NIA
27j600:.
..
%'.
1A31S
WA
I*A
1V/A
WABC Bmm: forASTS
3V4"x6"x7Swc
WA
AIIA
WA
i.
Rawba :All .
7
AFPRUvED PRODUCT&
F(3R T$E
MrAi,L MN Q ' MANWACrUMMOWUMANANCHow
.
a...
Elmtm tRod.NOh
i
f ..
7.rx 2fr x i" Gd"niwd
VA
26.400
may_-_
".'."V 3Wx.Vx7s
..'
N/A
N!A ..
NGA:
t �;
Mhua—T . Beaea��ova i i4 "Beatx9�6o::v�es
NIA
(F
'. 90 Pia Pad 2.75 eq IL
�SWAP
y�`
N/A
/;
i
.' AM
..
CQncmftAndkor
... JFL now for wawfr4,
tD
NfA
AdNlA-CAW
.Aa 911L EMP ftkr
N/A
s
tom! �o
NSA
N7A
s
lWwM
and
Shub
N!A
NfA
rl
1
r;
s
;
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED HOMES
MOBILE HONE SAFETY PRODUCTS continued,,,
Dba Oliver Technologies, Ina.
P.O. Box 59 467
Hohcnwaid, Tennewe 38462
--
16" x 16,
16" x 16"
•+w
1.77
1.78
Slftl
1,770
soli
2,650
soil
3,450
son
4,420
son
5,310
1�laa
5,310
1"
16" x 18 54 �unded)
" (rounded)
2.0
2.0
1780
000
2.,
2.660
3000
3,560
4,000
4,430
5,000
340 5,x
6.000
5,320
6,000
18 W x 18 W x 15116"
2.360
2,000
2,360
3,000
3,550
4,000
4.730
5,000
6,000
6.000
18 i3" x x hh" x'/s^
13 x 26 �"
2375
2,375
3,563
4,750
5,910
51598
7,090
5,598
7 090
5,600
r
17" x 22"
2.4
2.5
2.375
2,500
3,563
3,750
4,750
5,000
5,938
6,250
6,400
6.400
'
20" x 20"
2.75
2,750
4,125
5.500
6.975
7,500
8,250.
7,500
8,250
24" x 24"
21.13" x29.13" (
4.0
4.0
3,000
4,000
7
8,000
9 600
8,
g
9 000
g
i
00
6,000
6
8 '�
23 Vex 31 Vi"
4.698
4,000
4.698
77-.047
047
8,000
a nnn
8,000
Q nnn
8,000
o ,�..
8,000
., ..__
(2)1314" x 26 is" as a base and (1) 20" x Won top
Three (3)17" x 22"
(
115.0 2.000
I
6.0
6,000
N A
CAP BOARDS
MODEI, #
IDENTlnCATION
DESCRVTD .
OT1CB1
Plastic Cap Board
1" x rx 16"
OT1CB2
T IE CAT }YL4,Y a
Plastic Board
M"T
2" x 8 x 16"
-- ---- -- --.-- r--- �••�••� •••••• va.,ava a aua G Vi cWtD1G ai$c1A7Q cap nO=&
Revised 10/10
OPT OVERHEAD DUCT
OPT STAINLESS VAH
MASTER
BEDROOM
UWx 10W
OPT3BEDROOM
BEDROOMS
MODEL #COM24442A
DRAWING # 30M382
241 x 441 (GS2444-A)
' a;•
f O 4i
w•I TP.
t�
WONCRCQIAR fdtClllpf RECF85[D
N..T•6f' MAAMPB42
9HANDRAIL HEIGHT. MEASURED VERTICALLY FROM THE SLOPED PLANE
ADJOISHALL BE NOT LESS THTREAD AN 34 INCHES FINISHD NOT MOM THAN 38 �pfES.
C�WFµRNUWS RUN OF TREADS OF ON
WIAT TH FOUR ONE OR MOREAHSERS.
HANDRAIL ASSFMBUES AN0 GUARDS SHALL BE DESIGNED TO RESIST A
2 X2 BAWS
MIN. (3) SWPSCNS SDS 1/4' X 4-1/2' —
WDOD SCREWS FOR RIM JOIST TO POST
CONNECTION, (5) 10d NABS OR EOUIVAlENT
TO HOST FLO
1/4' X 3
EQUW. AT 12' O.C.
2X6 P.T. LANOINO CONSTRUCTION
18' O.C. FLOOR JOISTS USING (5) 16d NAILS OR
EQUIVALENT AT EACH JOIST TO RIM JOST
CONNECTION.
30' GIN
W. TIE
STRAP TO WRAP AROUND P T. 2
(Do
NOT OVER TEN
(1) 2 X 6 P.T. ATTACKED TO POSTS —
USING (51 Mid NAILS OR EQUIVALENT AT DO
DOE TO PGOT CONNECTION.
wur BOENT SINLL BE T-T/E MGES ME 164n
WALLBE YFASIPID VERIIWLY SE Md W WIp E063 W M[
NT l5. MCTESTRBTM5
9 XL NOT EN® ME 91N1FJ1 BY NODE 1WW J/2 NML'WED
BEIIWDILIEWIIICAL RANFS W RENMIMSf PROECIIW4MN11PiM2
AID Af A WOIT WNOE TO 1NE L4FADY LEApNp f[NEAIEST
RSAB DEPTH 1WINN WY FLIGHT W STARS ENELL NW DEEDI ME
T DY MOPE MAIIJ/B WODARS
W ORVARRE AT THE IFAW10 COKE W DE V W SNNJ BE ND�MARA[ PM ax AMAA SNE S0.1DJ/NSERS BUT A NNOWD 6 X REWIIPFD`I -.1B
WPM IS A NIMNUM W 11 NO IL
^''�
``rr
VO
T. 5/4' X 6 BOARD RAIL CAP
ME WARDS NAME W0D, AWIJNUN. NNIL OR LGWAONT.
�r
SHALL NOT ALLOW
MOPENINGSPA
THE PASSAGE Ef A 4' OAMEIER SPHERE
2 X 4 TOP & BOTTOM ATTACHED TO
/
/ TO POSTS WITH (2)M WOOD SCREWS
ON INSIDE FACE
Nv
OPFNMGS FOR REWNEO LANpE1p XDOIi J SRP9
WARDS Oti THE IXB])
SIDE W STAM TREADS SHALL NOT ALLOW A 4'-0• uxuwe xEIWT T nms WN7
SPHERE h3/6' TO PASS THRWMt
O
AiJACN 9 lER3 TO TOP & BOTTOM
W/ MEL (f S WOOD SCREW OR EOIRV.
(�=1 ///A��E
mnA Arm lAxmq ,,.,,.,Runty mdu�
\ y,
—JI
� �m
m_
n,
oanW�1FJ5
ARE MSTAUED TR EI051MB COV ffff.' MEGROUND®0®mHORS AND UEDOWN STRAP CAN BE OMIIEW
Fr
♦ /P.T.
4 X 4 POSTS SHALL BE ANCHORED TO TIE EXISIWG
SUB USING MMPSON'S L-BRACMi Oq EWIVAIFNT.
WWW�ggq`C5CRETE
6 / � „1
v
(3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING
USING SMPSOMS LSO ADJUSTABLE STAIR PTRNGER OR EQUIV.
r ,. r'Irr:rr Err lrr r: r ra Irr
Ir r�r4 r:T .r r r•r: I
o P
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m