HomeMy WebLinkAboutLA186769 - 418 Romeo Dr Setup Permit12/2/2020
DM
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
10/21/20 12:03 PM; Generated by Rose Graham ClaytonGO: Foundation Plan Summary
Order Number:N/A
Model Number:995-6616-722
Home Building Facility:N/A
Home Width:15 FT 4 IN
Home Length:66 FT 0 IN
Outrigger Length (O.R.):42.25 IN
Chassis Spacing:99.5 IN
Roof Load:30 PSF
Soil Bearing Cap:1500 PSF
Min. I-Beam Size:8 IN
Max. Eave/Overhang:2 IN
Use this QR Code to access DAPIA approved tables referenced
within this design. Hover your iPhone camera over the code.
For Android and other devices, download a QR Code reader.
TABLE 1: FRAME PIERS
Pier Spacing Pier Configuration Footer Size
TYP. 7 FT 9 IN Single stacked 30 IN Diameter x 11 IN
MAX. 8 FT 0 IN Double stacked 30 IN Diameter x 7 IN
(Table 6a)
TABLE 2: EXTERIOR PIERS
Pier ID Pier Configuration Footer Size
(Table 6d)
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. SIDEWALL PIERS SHALL BE PLACED AT EXTERIOR DOORS AND WINDOW OPENINGS GREATER THAN 48" PER TABLE 2.
3. ALL FOOTERS WILL BE POURED CONCRETE. ALL DOUBLE STACKED PIERS WILL HAVE A MINIMUM THICKNESS OF 7 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' 9"17' 6"25' 3"33' 0"40' 9"48' 6"56' 3"64' 0"
7,363 lbs bearing capacity to
be achieved by helicals.
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2020
MN Bldg
Code
12/09/2020dmathews
20ft Dormer
Ardmor Village Site 207
Ardmor Village Site 212
Ardmor Village Site 218
Ardmor Village Site 222
Ardmor Village Site 258