HomeMy WebLinkAboutLA186780 - 223 Cleopatra Dr Setup Permit12/2/2020
DE
OFFICE USE ONLY
MANUFACTURED HOME PERMIT APPLICATION
USE AND OCCUPANCY:
_____
_____
_____
_____
REQUIRED INSPECTIONS:
FOOTING
TIE-DOWNS AND BLOCKING
BUILDING FINAL (copy of Systems Test Affidavit)
PERMIT FEE:
PERMIT FEE: $____________________
SURCHARGE: $____________________
TOTAL: $____________________
BUILDING INSPECTOR: __________________________ DATE:__________________________
COMMENTS:
BUILDING CODE
CONSTRUCTION TYPE
IRC DWELLING TYPE
ZONING
8/3/20 5:46 PM; Generated by Rose Graham ClaytonGO: Foundation Plan Summary
Order Number:N/A
Model Number:995-4028-751
Home Building Facility:N/A
Home Width:27 FT 0 IN
Home Length:40 FT 0 IN
Outrigger Length (O.R.):31.25 IN
Chassis Spacing:99.5 IN
Roof Load:30 PSF
Soil Bearing Cap:1500 PSF
Min. I-Beam Size:8 IN
Max. Eave/Overhang:9 IN
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TABLE 1: FRAME PIERS
Pier Spacing Pier Configuration Footer Size
TYP. 7 FT 2 IN Single stacked 28 IN Diameter x 10 IN
MAX. 8 FT 0 IN Single stacked 28 IN Diameter x 10 IN
(Table 6b)
TABLE 3: MARRIAGE WALL PIERS
Pier ID Pier Configuration Footer Size
M1 Single stacked 26 IN Diameter x 9 IN
M2 Single stacked 26 IN Diameter x 9 IN
(Table 5b)
NOTES:
1. FROST PROTECTION WILL BE PROVIDED BY PLACING FOOTERS BELOW FROST DEPTH OF 35 INCHES PER (FIGURE 5A) OR FROM LAHJ. Frost depth for interior footers may be taken as half with R5 skirting per (Table 4a)
[3285.312(b)]
2. HOME HAS BEEN BUILT WITH ADDITIONAL FLOOR JOIST AT SIDEWALL OPENINGS TO ELIMINATE NEED OF SIDEWALL PIERS. SIDEWALL PIERS SHALL BE PLACED WHERE INDICATED BY PIER TAGS ON HOME.
3. ALL FOOTERS WILL BE POURED CONCRETE. ALL SINGLE STACKED PIERS WILL HAVE A MINIMUM THICKNESS OF 10 INCHES with footer depth extending below frost depth using 3,000 PSI minimum concrete (table 10A) (table 8)
4. THIS PIER LAYOUT HAS BEEN DERIVED USING PE SEALED & DAPIA APPROVED INSTALLATION MANUAL AS OUTLINED ABOVE. PLEASE SEE INSTALLATION MANUAL FOR PE SEAL AND DAPIA APPROVAL. (Reference to
Clayton Homes DAPIA approved Installation manual) [Reference to Federal Statutes 24 CFR Part 3280, 3285 or 3286]FRONT2' 0"9' 2"16' 5"23' 7"30' 10"38' 0"
15' 0"
M1
29' 3"
M2
6,414 lbs bearing capacity
to be achieved by helicals
5,531 lbs bearing capacity
to be achieved by helicals
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2020
MN Bldg
Code
12/09/2020dmathews