HomeMy WebLinkAboutMANUFACTURER HOME INSTALLATION SPECIFICATIONS?C&ree,� .10l: 60ZIN 6
Manufactured Home Installation Specifications
(Must be completed and submitted with your application)
Applicant3,.kelbl► , SnC
Address Imak d:94 e,�Al� e Lap W
33ag9
Manufacturers Name
Roof Zone
No. of Sections I_ Width If Length
Installation Standard Used (check) Manufacturers Manual
SCANNED
BY
C"IP- Gr%m VPermit #
1_1<.)v
U5 -1 V' Vle-rQLv �Fj
Zone 3
YearAIR Serial # _FI -20-mf-H Bzo l IDS
15C-1
Site Preparation
Debris and Organic Removal e-9 4� Page #
Water Drainage: Natural Swale Pad Other Page #
Foundation
Load bearing soil density IS= Or assumed 1� 000 psf
Page #
Footing type: Poured in place �_ Portable
Page #
Mainrail frame block: Size 9 r2 4 Placement o.c. I
Page #
Perimeter blocking: Size Number Location
Page #
Ridge beam support: Number Size Location
Page #
Center line blocking: Number Size Location
Page #
Special supports required (fireplace, bay window) Yes No
Page #
Mating ofUnits: Mating gasket Type usedAIJA
Page #
Fasteners: Roof Type Pao, g O.C.
Page #
Endwall Type Sp o.c.
Page #
Floors Type ac g o.c.
Page #
Anchors: Type 6,000 3,150
Page #
Height of Unit (top of foundation to frame):
Page #
Angle of straps 41M VA- jitftA, (
Page #
Number of frame ties O Spacing 0.0.
Fj ffep@ony
Number of over -roof ties (if required) I
Page # i��'
Number of sidewall anchors Zone II Zone III ��
Number
Page #
of centerline anchors _:w_ Number of stabilizers %
Page #
Vents required for underpinning (1 s9150 sf floor area): No..
Page #
Prepared by:
Date:��,, -- Y,� 1OF
Revised 7/2212014
PROPERTY LOCATION:
❑ Assumed 1,000 P.S.F. soil bearing (If not assumed enter results in box below.)
PENETR04ETER TEST RESULTS
T9St Location #1 Tes�, Location #2 Test Location #3
sf �Co sf IS700sf
X �X X
• Test the perimeter of the home at xix (6) location
• Take the reading at the depth If the footer
I• Using 500 LB increment, take 'Ithe lowest reading and round down to that increment. `
Test Location #1 Test Location #2 Test Location #3
S0<D psf I ,S 00 psf ISOy psf
X IX X
ISoil bearing capacity used to determine pier layo> t: Sy U psf. Date Test Taken: 3 -lq- l
ANCHORING SYSTEM TO BE USED
15C (Anchored in accordance with Chapter 15C of Mobile/Manufacture Home Installations Standards)
Bracing System (Installation Standards for Iodel Required)
I 5k r lam% t &e hereby cerlh'fy that the above is true and accurate.
Installer Name Printed
er mature
Subscribed and sworn to before me this
personally know to me. Identified by:
ARY PUBLIC
lay of Ma m K , 20-S—. fio Is ( ) Is not
File Copy.
My commission expires: r.
11
of 1 Notary Public State of Florida
Victoria Laws
My Commission GG 197151
q,�d' Expires 03/15/2b22
1611 x 22.511 2.5 Sq. R.
59301
2,500 lbs.
3,750 lbs.
5,000 lbs. 7,500 lbs.
360 Sq. In.
17" x 25"- 3 Sq. Ft,
59302
3,000 lbs.
4,50i0 lbs.
6,000 lbs. N/A
432 Sq. In.
I
2411 x 2411 - 4 Sq. R.
59303
4,000 lbs.
6,000 lbs.
8,000 lbs. N/A
576 Sq. In.
Multi Pad Layout
3211 X 22.5" (See 1 below)
3 X 59301
5,000 Lbs.
7,500 lbs.
10,000 Lbs.*
5 Sq. Ft. - 720 Sq. In.
34�4�X 2�5.2 (See 2 below)
3 X 59302
6,000 Lbs.
9,0,00 lbs.
12,000 Lbs.*
q. Ft. - 864 Sq. In.
P.
-*'Cdndr&6 Bfbc'k rat6d@.,8000-Ibt.Aduble block any hIghefjIoads..-`
� 1._ The 32 X 22.5 Pyramid configuration uses 2 - 16 X 22.5 pads placed side b�,Jde with
1 — 16 X 22.5 pad on top in the opposite direction
-i'tThe 34.4 X 25.4 Pyramid configuration uses 2 171X .5.2 placed side by side with
1 — 17.2 X 25.2 Pad o to Othe opposite -direction.
',\Double Stack
,Course
multi Pad..
Layout
La