HomeMy WebLinkAboutLETTER OF APPROVAL BY HUD(�3-oi37
Palm
Haybor
Homes
May 2, 2018
To: Building Department
_J
Bruce Bussell
Engineering Manager
/�
Palm Harbor Homes, Inc.
South Frontage Road
i A •' [��[� `E13 Plgant City, Florida 3 563 9934
�� Phone: 813-752-1368 Ext.756
� + Fax 1: 813-754-8675
St Lucie county
` E-Mail Bbbussell@palmharbor.com
RE: Palm Harbor Home, Serial Number #21054, Model 340TL30622A
Savanna Club, Site 7026 I(
Dear Plans Examiner,
The site -beam, which was installed by Palm Harbor Homes, and is approved by HUD,
Manufactured Home Construction & S fety Standards, is constructed to receive on -site
additions that are built and designed b}jothers to accommodate such amenities as
carports, sheds, and screen rooms. The on -site structure must be designed by a Florida,
registered, engineer, to the Florida Budding Code and all local codes. This plant -
installed site beam is of adequate design for this purpose as long as tie downs and piering
are per page 1 of Section 11, Misc. & Final Inspection section of the installation manual
(attached). The attached details, EW-P 16.2 and PA69-EW-31, are approved by the
Manufactured Home Construction & Safety Standards. And, the design loads for the
plant -installed site beam, as well as the supporting structure and anchorage are from the
FBC and ASCE 7. 1
I can be of further assistance at the above contact information.
Sincerely yours,
Bruce Bussell
Engineering Manager
Palm Harbor Homes
r�
a• rY•l '+7Y
Ciplion I using 2x4. let4n
Metal Flat
Secure. Roof.Panel Hkmdw
Into 2x4 as apprcyad by
Ro& Panel Header'
Lap RAM
-Lap Sic
Option ,2:: Using 2x4 in.,
and exterior
tiv!
Root' Panel
Sacur6 Roof Par iel: He6der
1nto2%4;Wappraysd by
the.manufectunars
Ineleflation Inskic0aft.
Roo Panel Header
511kwne,CsuIk
LAO.Recelvei
Lap Skin
I Q
dadoed2X6 Wall -stud
Cauk
Vp.'Tnns,
2x4 03 S-PF LAWn
Fasten Into'bdc* wall shid,
with Sea. 0.131x3" nalle.
or 0--ea 711W 11W50.'
appr1pv*d-ehe8V*,8
J.w.'ThennoplyoThetmosheath
,OSS or Plywood.
loam 10. Doed
en.
" ' __ ' P-F-'
K2 ErIgineering. ino-
id on -tgp of 61keath! nig
studs
AiLavilhum flat etcx*
-StWPW amund 294
aw. iscamw Int0i soffiti
and *xWhIng W metal
strews..
E. vlo_nmim
N4 #3 84W
Fasten hft eachwall stud.
with 4 im. W&W scirw4s.
appraved sheathing
I.e.: ThennopIV, The
OSB or-PNwood'.
APPROVED
PFS.Corporation
PALM HARBOR HOMES ING.
Madison, W1 - 1
15303 DALLAS PARKWAY -:SUITE SOO. ADDISON. TX 75001
TnE
Screen.roomano Cown adechment
09/1a/oo
OCT 0 3 2000
Factory prep .options.
HUD'. Manufactured Horne
Construction &
.,,NQ ZONE
WUS
EW EW - 216.2
ad-riz
SECTION 11 — NIISCIELLANEOUS AND, FINAL .INSPECTIONS, Index
11A., AWN_jN6,_'eA"6ATS j
Additional structures such asuwnings,,-c
Harbor Home have not -typically been to
design for roof .or Witfdloads. Any
:addi
and shall not intodere,° with w eaihemroqt]
However, some Palm Harbof homes hav
receiver designedto,take the loads of an.
information oil d
PERIMETER PIERS AND FOOTERS.
AWNING
-UNIT
LOAD-@
SPACING
WIDTH
DTH
WIDTH
I - -
- o.q..
'FOR.
-
16.x-16
'12"
140" -1160-
4440 #
6'-,3"
180,11
4788 #
5-9"
1
140" 1160"
4886 #
51-71.
180"
5235 #
. 5'-7
20•,
140",] -1 0"
•5334 #
6-1"
1 8q.
1
5684 #
1
4'-911.
_.H UTILITY
ROOMS,, ETC.
ports, patio covers .or attabliments'to a Palm
,n into consideration nor calculated into the,
iris made -to the home must b0:9,01f.7suppbrInng:
ig (i.e. shingles;
les, flashmig,.gutters, siding).,
an, option toF be- ordered - with: a factory installed
J&on., in-Ahis- case,, -refer to -the detail for
-
FACTORY INSTALLED DOUBLE SECTION HOME.
RECEIVER .
BY OTHERS
�SITE INSTALLED,
AWNING WIDTH
186'MAX.
MA
X.
��Z�j
!��O"MAXWZA
UNIT WIDTI
(14-0—M—FNTM
BY OTHERS: 1 16'-0" MAX. - WZ-3, I - - '_
Perimeter piers and_fooUk-riotds:
1. _S,pa6ihg.f6f 16k'16is; based .oh
2000,ppfs oil'heari1ig*q4p_aqty.
2. Refer to, -palm harbor homes
installation -manual for footers:
required for the loads, given
o.c.
Notes:
I
3'.
4.
5.
6.
7.
8.
-�-i
6"MAXIMUM
INSET
WZ 283 REQUIRE
ANCHORAND
VERTICAL TIE
-4" ox. MAX.,
WITH.STABILIZER.P— V-0. O.C. MAX.
1 E
UN
WZ 293 REQUIRE TIE -DOWN
ENGINFERING'VECTOR SYSTEM
EQUAL) OR ANY QUALIFYING SY;
SPECIFICALLY APPROVED FORE
Vertical ticconnections have been, Actory,installed,to handle -the
uplift and overtiihiing-- load the , nit along t-he additio"nalload from the awning,
1 - Imain- u� 49itIf w
connection to themainunit. (bra:ck&s@' S1-411o.p. rhaY.)
The factory -mstalled,re�coiver is designed to handle the additional uplift and downward loads
from the.connectioir of the, awning to the main unit.
The - awning roof and roof support away, -.from -.the in ain un it, must 'lie -designed -(by others) to
carry all loads to the ground. The design of the awning connection alon_g With weatherization
(by o1;hprs)=rAu§,t_be -designed to canythe appr9pni4te. load into the factory -insWiedreceiver.
The -design must. be: a ocordigg to,,, th I e4oads and'.requ ireinents of the I RC2003 fo T,expos ure - 'c".
Factory installed members were designed -for -awning loads based on 90- mph (3second gust)
winds for wind zone 1,, 120 mph '(3'sec. g4st).. winds. for wind.zoim2, and .140 inph-(3 sec.
gust).Vinds.,for'-wind zone 3. Tliisf isin accordance with IRC 2003 exposure V.
For aijoroved lateral load i` i1e. re�iq mg�.sys stall�tiii reduirements- and nuniber-xeq i -d'
refer to -other pAges in the Pal Harbor'Homes installation manual.
No stabilizer plates arerequired.,zit anchors.loaded in direct(in,4ine) pull.
This -design isfor '140." minimum floor width and 186" maximum floor W'ldffi on the main
units 'andfor26--psf roof livi in, Wm__
lbold I 4D i`-d zones..
Maximurn pier heig htJnc1udiffg1-Lbeqrn for wind -'zone 1 is 5V -and. mimmum"height is 31'%
Pier heights for wind zones 2 and; 3 are based. on vector system design.
Section 11, Misc.,&-Fin9l Inspedtiov PMe I COPYRIGHT ti666 BY -PALM 'ilAR130PHOMiFS;INC.
i All Rights Reserved