HomeMy WebLinkAboutproject info-Bruce Bussell
Engineering Manager
Palm Harbor Homes, Inc.
605 South Frontage Road
Plant City, Florida 33563-
563-9934
Phone: 813-752-1368 Ex1.756
Fax 1: 813-754-8675
Fax 2: 813-71919-368989
E-Mail: bbussell®paimharbor.com
March 22, 2017
To: Building Department
RE: Palm Harbor Home, Serial Number #20735, Model 340TL40483A
Savanna Club, Site 7513
Dear Plans Examiner,
The site -beam, which was installed by Palm Harbor Homes, and is approved by HUD,
Manufactured Home Construction & Safety Standards, is constructed to receive on -site
additions that are built and designed by others 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 Building 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-216.2 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.
I can be of further assistance at the above contact information.
Sincerely yours,
17 f'tuz#
UI UC6 1J U$JCII
Engineering Manager
Palm Harbor Homes
Option 1: using 2x4 let -in into dadoed 2x6 wall stud
Metal
Secure Hoof Panel Header
Into 2x4 as approved by
the manufacturees
instailet1w Instrutalo rs.
Roor Panel Header
Lap Rau
Lap Sir
Caulk
Truss
2w4 03 "' Letan
Festan Into each wall stud
with $ oo, 0.131xT nab,
or a -es 7/1W 112 d5P
staples. AIL- 448X3' screws
approved sheathing
Le.: T horvnopiy. Thernmosheath
OSS or Plywood.
Option 2: using 2x4 installed on top of sheathing
and exterior wall studs
Typ.
Secure Pod Panel Header
Inio 2x4 as approved by
the. manufecturses
Installation insbur#Iun6
Roof Panel Hsader---^
Lap ReceWer
Lap Siding
otnn C. Doeden,
K Pngineefng,
Aluminum flat stock
shaped around 2x4
and sacuted into soffit
and stleslhtrg w/ metal
aerews.
2w4 N3 S-P-F
Fasten u to each Wall stud
with 4 ea. f1&W SOMIt".
osa or
APPROVED
PFS Corporation
PALM HARBOR HOMES, INC.
Madison, WI - 1
15303 DAL -AS PARKWAY. SUITE 800. A[)OtSON. TX 75001
Yntit.
DAMas/ta/oo
OCT 0 3 2000
Screen room and Carport attachrtlent
am
Factory prep options
v'kc ea
EW — 216.2
HUD Manufactured Home
Construction &
A.
iMND ZONE 2 & 3
cad—r12
tsunumg i oue vnnne Page 1 of 2
ProductARP-royal-Mg_u_> Product or&plicron
SearCh>A liceti pp,
FL #
FL5500-R4
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer
Elite Aluminum Corporation
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@dokimengineering, net
Authorized Signature
Frank Bernardo
frank@engexp.com
technical Representative
Bruce Peacock
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category
g
Subcategory
Rng
Lai'oof
Compliance Method
Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
-- - Florida. Engineer or Architect Name who
developed Frank L. Bernardo, P E,
the Evaluation Report
Florida License
PE-0046549
Quality Assurance Entity
QAI Laboratories
Quality Assurance Contract Expiration
Date 12/31/2018
Validated By
Jorge A. Pomerantz, P,E.
Validation Checklist - Hardcopy Received
Certificate of Independence
FL5500-„R4 COI Indep pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
'
Certified By
Florida Licensed Professional Engineer or Architect
FL5500, R4 Egmv E,quiv pdf
Sections from the Code
" -
104.11 .2
1709.3
njP\N -Af
https://www.floridabuilding.org/pr/pr_app_dtl.aspx'?paramwGEVXQ
WtDgt2gTKEgbCB... 4/12/2017
R
EPS FOAM CORE ROOF PA
ALUMINUM / ALUMINUM SKIN.
MAXIMUM ALLOWABLE CLEAR SPAN TABLES:
3" Panels
4" Panels
6" Panels
Live Load: Deflection
0.024"
0.032"
0.024'.
0.032"
0.024"
0.032"
Wor Uplift
Limit
Aium Skin!
Alum Skin
Aium Skin
Alum Skin
Aram Skin; Alum akin
1-lb EPS '�
14b EPS
1-lb EPS
1-Ib EPS
1-Ib EPS
1-lb EPS
10 psf�I
L / 120
14'-0"
96'-3"
19 0'
19'-0"
23-2'
23'-9"
12 psf
L / 120
13'-2"
15'-3"
17-12"
i 17'-11'
21' 9' I'
22'-5"
14 psf
L / 120
12'- "
14 -6"
17 1'
17'-0"
20'-8"
21-3"
16 psf
L / 120
Tj1'-
13 10"
16 4
16'-3'
19-10
20.4"
18 psf
L / 120
- "
13'-4"
15 8'
15' 8'
19'-0' `
19 -7"
20 psf '',
L 1120
11'-2"
12'-10"
15-2
15' 1
18'-4'
18'-11"
24 psf t
L 1120
10'-6"
12'-1"
14-3
14'-3
17'-3'
17'-5"
28 psf
L / 120
9'-111, :,
1 V-6"
13'-5
13 -6"
16'-V
16'-2"
32 psf
L / 120
9'-3"
11'-0"
12'-6'
12'-7"
1515'
15'-1"
CLEAR SPAN TABLE
USE INSTRUCTIONS:
I. DETERMINE TYPE OF ENCLOSURE TO BE COVERED (OPEN,
SCREENED WALLS, OR FULLY ENCLOSED).
2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN WIND
PRESSURE PROVIDED BY SEPARATE ENGINEERING, BY A
LICENSED ENGINEER OR REGISTERED ARCHITECT, IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH
EDITION (2014).
3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES
FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS
SEAL JOINT
CONTINUOUS
_
CAULKING
w H
°°O0°°9O°O°
e°oQ0000°°°°o°o
00
0O0
a W
a Ci
O0O0
°°o°o°°°°°o.
°°°o°o°o°o°o°°I
CROSS SECTION AT
TYPTCAEPTNEC-rRTERMCK
EPS ROOF PANEL SPAN DETAIL:
0.024" OR 0.032" ALUM W MAX WIDTH PER INTERLOCKING PANEL
TOP & BOTTOM FACINGS. (1/4" PER FOOT MIN SLOPE)
0 0 0 o EPS CORE (1.0 PCF)
G
0
0
x
f\LL,Li
CLEAR SPAN (L) INSIDE TO INSIDE
F
EFER TO ADDITIONAL ENGINEERING SHEETS
R LOADS, ROOF CONNECTIONS, & SUPPORTINGRUCTURE DETAILS (BY OTHERS). THIS SHEET
_ CERTIFIES ALLOWABLE ROOF SPANS ONLY.
3" Panels
4" Panels
Live Load. Deflection
0.024"
0.032"
0.024"
O.G
&Air Uplift. Limit
Alum Skin; Alum Skin
Alum Skin',,
Aium
1-lb EPS j
1-lb EPS
1-lb EPS
1-lb E
L 1180
10'-9" _
12'-5"
14'-7'
14'-
15 psf
- p L / 240
9'-9"
11'-3"
13'3'
13'-.
L! 180
10'-3"
11'-10"
13' 12'
IT-1
17 psf
L 1240
9 -4"
10 9'
12'-8
12'-
L/180
9-9" --11
3'
13'3'
20psf
L / 240
8 -10"
10'-3"
12 -0"
._..
_
.-24
L / 180
9'-2" ,_.
1O,_7"
12.5..
12'-.
psf
L / 240
8'-4"
9,_7"
1 V-4"
11'-;
L / 180
8 8" 5
10 1 ,
11 10"
11'-1
28 psf
L/240
7 11"
9 2'
10 9
L 1180
8 6"
9'-101.
11 7'
30 psf
L / 240
7'-9"
8'-11"
10'-6'
10'-i
-
L 1180
8'-4"
9 7
11 -4 7
1 T-:
32 32 psf
L / 240
7-7"
8'-9"
10 -3
' 0'-:
L ! 180
8'4"
9'-5"
34 psf
L 1240
7' 5"
8'-7"
10' 1" '..
10'-
L/180
-7-11"
9-2"
37Pat
L/240
T-2"
8-4"
9-10, _..
9'-9
__.. ........_-. I
7.-..._._..
T_9'• :-
......__
.
8'-11-_"
10'-6"
t0-1
40 psf �Ll80
L/240
T-O"
8'-1"
9'-7"
9'-6
- L 1180
- 7 6"
8'-8
10'-2" _
10=:
44 psf
L/240
6-10"
T-10"
9-T
9'-3
_
L / 180
1-3"
8 -5"
9 11
9'-1(
48 Psf+
L/240
6-7"
7-8"
8-12'
8'-1
L / 180
T-1"
8'-2"
9� 7"
R-7
52 psf
':: L 1240
6'-5"
7'-5"
8'-91
8' 9
L / 180
6-11"
7 12
9 5
9'-4
56 psf :,
L 1240
6'-3" -
T-3'
8-6'
8'-6
L / 180
6'-9"
7 10"
9'-2
9'-2
60 psf
L 1/240
6'-2"
7-1"
..
8'-4
8'-4
DEFLECTION NOTES:
1. USE L/120 FOR
ALL MEMBERS SUPPORTING
ROOF
ROOM.
2. USE L/180 FOR ALL MEMBERS SUPPORTING
ROOF
AN ENCLOSED ROOM.
3. USE L/240 FOR ALL MEMBERS SUPPORTING
ROOF
ENCLOSED ROOM, PER FLORIDA
BUILDING CODE
OTHER CONSIDERATIONS:
ri.FRONT OVERHANG MAYBE UPTO 3'-0" WITH VALI
UNSUPPORTED SIDE OVERHANG IS 25% OF LAST
PANEL WIDTH).
ROOF PITCH SHALL BE AS PER BUILDING CODE RI
OPTIONAL
o GUTTER
OR DRIP
CAP
:•DIq 7C/90[CI
_ 36" MAX O/H AT FRONT & 25%
OF LAST PANEL WIDTH AT SIDE'
(UP TO 12" MAX O/H AT SIDES)