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HomeMy WebLinkAboutLETTER - BEAM INSTALLATIONPalm
Nalbor
Nana
March 5, 2018
To: Building Department
RE: Palm Harbor Home, Serial
Savanna Club, Site 7026
Dear Plans Examiner,
The site -beam, which was instal
Manufactured Home Constructi
additions that are built and desil
carports, sheds, and screen roon
registered, engineer, to the Nor
installed site beam is of adequal
are per page 1 of Section 11, M:
(attached). The attached details,
Manufactured Home Constructi
plant -installed site beam, as we]
FBC and ASCE 7.
I can be of further assistance at
Sincerely yours,
Bruce Bussell
Engineering Manager
Palm Harbor Homes
1116
r� AS
6Gj 103NNvus
Bruce Bussell
Engineering Manager
Palm Harbor Homes, Inc.
605 South Frontage Road
Plant City, Florida 33563-9934
Phone: 813-752-1368 Ext.756
Fax 1: 813-754-8675
Fax 2:813-719-3689
E-Mail: bbussell@palmharbor.com
#21054, Model 340TL30622A
-d by Palm Harbor Homes, and is approved by HUD,
n & Safety Standards, is constructed to receive on -site
ied by others to accommodate such amenities as
1. The on -site structure must be designed by a Florida,
(a Building Code and all local codes. This plant -
design for this purpose as long as tie downs and piering
c. & Final Inspection section of the installation manual
:W-216.2 and PA69-EW-31, are approved by the
n & Safety Standards. And, the design loads for the
as the supporting structure and anchorage are from the
above contact information.
Option 1: using 2x41et-in into dadoed 2x6 wall stud
Metal Flat
Typ. Tnass
W #3 S-P-F Latan
Fasten Into each wmff stud
with a as. 0.131mW naft.
Roof Panel
ors -ea 711W 1r&f5ga
abples. Alt.- 4-N8X3' scxsws
Secure Root Panel Header
Inca 2t4 as approved by
the manufactunafs
approved eheathin8
lnsmltddon Insbuctlone.
I.e.: Thermoply. Thernumd ath
Roof Panel bead
OSS or Ptywood.
Lap Race
Lap Siding
bona Caulk
gt�sr4•
C. Doedsn, l? FE-
John
K2 F_nglnesring. Inc.
Option 2: using 2x4 installed on top of sheathing
and exterior wall studs
. —1 Aluminum flat: sboe�lc
Typ. T sn securod Into SDU
and shaethtng w1 metal
acro".
Root Panel-N
Secure Roof Panel Header
Into 2*4 as approved by
the manufactureft
hvdaitatlon inabuctlons.
Roof Panel Header_ -
Lap Reoslwat
Lap Siding
es. via_esu-M _% Im
eat 013 S P-F
Fasten bft each wail stud
with 4 as. tllam scrawl.
la
OSB or P
APPROVE
PALM HARBOR HOMES, INC.
Madison, WI -1
15303 DALLAS PARKWAY SUITE 800 ADDISON. TX 75001
OCT 0 3 2000
m xeen room and Carport NH r' lment 09/18/00
Factoiyy prep
HUD Manufactured Home
rye Na
Construction &
WIND ZONE 2 dr 3 EW - 215.2
coo—rn z
SECTION 11-
11.1. AWNING, CARP
Additional structures such as
Harbor, Home have not typica
design for roof or wind loads.
and shall not interfere mith w,
However, some Palm Harbor
receiver designed to take the ]
information on specif creensti
PERIMETER PIERS AND FOOTERS
'AWNING
UNIT
LOAD @
SPACING
WIDTH
WIDTH
V-0" O.C.
16 x 16
1 Z
140" 1160"
4440 #
6.7
180"
4788 #
6-9"
16
140" / 160"
4866 #
5'-7"
180"
5236 #
5'-2"
2V
140" / 160"
5334 #
S-1"
180"
5684 #
4'-9"
AND FINAL INSPECTIONS Index
)RTS, PORCHES, UTILITY ROOMS,. ETC.
wnings, carports, patio covers or:attachments to a Palm
.y been taken into consideration nor calculated into the
Any additions made to the home must be self-supporting
itherproofmg (i.e. shingles, flashing, gutters, siding).
omes have an option to be ordered with a factory installed
,ads of an add -on. In this case, refer to the detail for
AWNING (BY'OTHERS)—
SITE INSTALLED
BY OTHERS
SITE INSrLLED AWNING WIDTH
\ I 16'-0" MAX. - WZ-1
Perimeter piers and footer
1. Spacing for 16 x 16 is
2000 psf soil bearing c
2. Refer to palm harbor h
installation manual for
required for the loads 1
8'-0" o. c.
Notes:
1 16'-0" MAX. -WZ-3
BY OTHERS I
1. Vertical tie connections ha
uplift and overturning load
connection to the main unit
2. The factory installed receh
from the connection of the
3. The awning roof and roof c
carry all loads to the geoun
(by others) must be design(
The design must be accord.
4. Factory installed members
winds for wind zone 1; 12(
gust) winds for wind zone
5. For approved lateral load r1i
refer to other pages in the I
6. No stabilizer plates are req
7. . This design is for 140" min
units and for 20 psf roof lip
8. Maximum pier height inclu
Pier heights for wind zones
FACTORY INSTALLED
RECEIVER
186" MAX.
UNIT WIDTI
LI 6"MAXIMUM
INSET ��
WZ 2&3 REQUIRE
ANCHOR AND
on VERTICAL TIE
30" , @ 5'-4' ox, MAX.
WITH STABILIZER.@ 6-0- O.C. MAX.
M
DOUBLE SECTION HOME
186" MAX.
UNIT WIDTH
WZ 2&3 REQUIRE TIE=DOWN
ENGINEERING VECTOR SYSTEM (OR
EQUAL) OR ANY QUALIFYING SYSTEM
SPECIFICALLY APPROVED FOR PALM
ie been factory installed to handle the
from the main unit along with the additional load from the awning
. (brackets @ 5'-4" o. c. max.)
er is designed. to handle the additional uplift and downward loads
E.wning to the main unit.
upport away from the main unit must be designed (by others) to
1. The design of the awning connection along with weatherization
d to carry the appropriate load into the factory -installed receiver.
ng to the loads and requirements of the IRC 2003 for exposure V.
were designed for awning loads based on 90 mph (3 second gust)
mph (3 sec. gust) winds for wind zone 2, and 140 mph (3 sec.
1. This is in accordance with IRC 2003, exposure 'c.
;Sisting systems' installation requirements and number required,
aim Harbor Homes installation manual.
tired at anchors loaded in direct (in -line) pull.
imum floor width and 186" maximum floor width on the main
e load in all wind zones.
ding I-beam for wind zone 1 is 52" and minimum height is 31".
2 and 3 are based on vector system design.
Section 11, Misc. & Final
Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC.
All Rights Reserved.