HomeMy WebLinkAboutINSTALLATION SPECIFICATIONr
Manufactured Home Installation Specifications
SCANNED) (Mast be completed and submitted with your application)
Lucie, C®U0
Applicant_ Ndl eltllde , SnC
Address & O �—z�"$�l P�.�l� 10i%O
Permit # 0 9 7
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Manuficbu+ers Name C i MAQA
Roof Zone Wind Zone
No. of Sections �_ Width Length he Year tl? Scdal # Fk 2- I - (30 - H - Ko )hz
-7, Installation Standard Used (check) Manufacturers Manual ✓ 1SC-I
Site Preparation
Debris and Organic Removal _
Water Drainage: Natural Swat Pad �_ Other
Foundation
Load bearing soil density Or assumed 1,000 psf
Footing typo: Poured in place X— Portable
Mainrail frame block: Size fiE Y2 t4 Placement o.c.
Perimeter blocking: Size k Number Location
Ridge beam support: Number Size Location
Center line blocking: Number Size Location
Special supports required (fireplace, bay window) Yes No
Mating ofUnits: Mating gasket AA Type used AIA
Fasteners: Roof
Type
Bndwall
Type
Floors
Type
Anchors: Type 6,000
Height of Unit (top of foundation to frame
Angle of straps Verli .l
Number of frame ties O Spacing o.c.
Page #
Page #
Page #
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Number of over -roof ties (if required) Page #
Number of sidewall anchors Zone II Zone III 2M Page #
Number of centerline anchorsNumber of stabilizers —1 Page #
Vents required for underpinning (lsf/1S0 sf floor area): No. I Page #
Prepared by: VIr,1nTCA I ItW Date:
He CVor,�7f=014
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• -;Lighter than concrete,
saves on labor.
Larger pads -to -increase -spacing,
saving time and material.
• Made from recycled materials.
• Easily stackable for larger padl
area and wider pier spacing..
• Multi stack for R sq. ft. & 6,sq. -ft.;
Pad Bearing Capacity
-
ABS Pad
Part#
1000 Ms.
'1500 lbs.
2000 lbs.
3000 lbs.
Size
Soil
Soil
Soil
Soil
16" x 1811- 2 Sq. R.
59300
2,000 lbs.
3,000 lbs.
4,000 lbs.
6,000 lbs.
288 Sq. In.
16" x 2251, - 2.5 Sq. Ft
59301
2,500 lbs.
3,750 lbs.
6,000 lbs.
7,500 lbs.
360 Sq. In.
17" x 25"- 3 Sq. R.
59302
3,000 lbs.
4,500 lbs.
6,000 lbs.
N/A
432 Sq. In.
24" x 24" - 4 Sq. Ft.
59303
4,000 lbs.
6,000 lbs.
8,000 lbs.
N/A
576 Sq. In.
- Muttf Pad layout
32" 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 25.2 (See 2 below)
3 X 59302
6,000 Lbs.
9,000 lbs.
12,000 Lbs*
6 Sq. Ft. - 864 Sq. In.
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Double Stack
Course
*-Concrete Block rated'(8000 Ibs.__Doubie'blockeny higher loads: - -
1. The-32 X 22.6 Pyramid configuration uses 2 -18 X,,22.5 pads placed side -by side with ,
1-16 X 22.5 pad on top in the opposite direction. Multi Pad
2. -The 34.4 X 25.4 Pyramid configuration uses 2 -17.2 X 25.2 placed side by side with Layout
i -17.2 X 25.2 Pad on:ton h the onoosite direction.
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