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Town of Montville
Building Department
848-3030,Ext 82
ONE&TWO FAMILY
CERTIFICATE OF OCCUPANCY
SIGN-OFF SHEET
6 %-'17,--; ,�' ` ct ccs
PropertyAddress 4
Job Description: A ,...� c(
The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all
signatures below have been obtained.
HEALTH DISTRICT 848-3030-339
Approved
❑ Permit#: ,I, Not Applicable
Septic System Date
Approved
0 Permit#: Not Applicable
Private Well Date
WPCA DEPARTMENT 848-3030,Ext.376
Approved
❑ Permit#: 4Not Applicable
Municipal Sewer Date
House Trap ❑ Outside Inside
Approved
O Permit# sg Not Applicable
Municipal Water Date
DEPARTMENT OF PUBLIC WORKS 848-7473
Approved
❑ Permit#: geNot Applicable
Director Date
PLANNING ZONIN DEPARTMENT 848-3030.Ext.379
- `, In-Compliance
8/a]/o3 A Permit#: C3-a5-7 0 Not Applicable
Zoning Date
In-Compliance
0 Permit#: ❑ Not Applicable
Inland-Wetlands Date
Qevise16/28%2002
1 fa.,_ ,
Town of Montville0-
Building Department
Date: 11/ 70 0 Field Inspection Notice Permit#A4542_____,0_2,'59
' _ \
Address: ic7 6 C' r (f day e O/ o C.c.s
Not Comments/Corrections Required-re-inspection required:
Inspection Approved Approved
❑ Footing 0 0
❑ Backfill 0 0
❑ Concrete Slab 0 0
❑ Framing 0 0
❑ Rough Elec 0 0
❑ Elec Service 0 0
O Rough HVAC 0 ❑
❑ Rough Plumbing 0 0
❑ Gas Line 0 0
❑ Fireplace Throat 0 0
❑ Chimney 0 ❑
E l Fire/Draftstopping ❑ ❑
❑ Insulation 0 0
O Final Inspection 0
lir Cof0 ❑ _
0 5'4,eci, ,,/ ./ #___,,, ,,..._--774--
0 0 /...:,...„7,,, „...6.-,4e--
Ins ctor's Signature
Town of Montville
Building Department
Field Inspection Notice
Address: 26 Partridge Hollow
Job Description: Shed
Permit Numbers:B2001-0487
Footing Not Approved: Approved:
Comments: 1
Backfill Not Approved: Approved:
Comments: 1
Framing Not Approved: Approved:
Comments: 1.
Rough Electric Not Approved: Approved:
Comments: 1
Electrical Service Not Approved: Approved:
Comments: 1
Rough HVAC Not Approved: Approved:
Comments: 1_
Rough Plumbing Not Approved: Approved:
Comments: 1
Gas Line Not Approved: Approved:
Comments: 1
Fireplace Throat/ Not Approved: Approved:
Chimney Comments: 1.
Fire/Draftstopping Not Approved: Approved:
Comments: 1.
Insulation Not Approved: Approved:
Comments: 1.
Certificate of Not Approved: Approved: 11/03/03
Occupancy Comments: 1.
Page 1 of 1
Town of Montville
Building Department
SHED INSPECTION CHECKLIST
GREATER THAN 200 SF WALL FRAMING
Footing ❑ Studs to be min no. 3, standard or stud grade
lumber(602.2)
❑ Frost Protection Required(403.1) ❑ Top plate to be double, over) in at corners.
❑ Placed on undisturbed soil aPP g
End joints to be offset at least 48"(602.3.3)
❑❑ Top surface level(403.1.1) ❑ Bearing studs — Floor or roof members spaced
If ledge present — properly prepared bearing more than 16" with bearing studs at 24" must
surface bear within 5"of studs(602.3.4)
❑❑ No ground water present in hole ❑ Stud notching— in ext. or bearing walls not to
No frost present in hole exceed 25% of width.— 40% in non-bearing
❑ No organic material present partitions Stud Drillingno
❑ Footing of sufficient size to accommodate loading " edge,and than not in40of
width, no closer than 5/8 to edge, in cut
8"0=21 sf or notched section(602.5)
10"0=33 sf ❑ Drilling or notching top plate—if more than 50%
12"0=47 sf of width must be reinforced with 24 gauge steel
14"0=64 sf angle between studs(605.5.1)
16"0= 84 sf
18"0= 106 sf ROOF FRAMING
❑ Ceiling joists—ends lapped min 3"or butted over
200 SF OR LESS IN AREA bearing partitions and toe-nailed(802.3.1)
❑ Rafters or joists bearing on wood or metal min 1
Base Support 11/2"bearing on masonry min 3"(802.5)
❑ ❑ Notching rafters or ceiling joist Ends — not to
Frost Protection not required(403.1)
❑ Placed on undisturbed soil exceed '/4 depth top or bottom not to exceed 1/6
the depth and not to be in middle 1/3 of span
❑ Top surface level(403.1.1)
❑ If ledge present — properly prepared bearing see exceptions(802.6)
surface ❑ Drilling rafters or ceiling joists not to exceed 1/3
depth and not to be within 2" of top or bottom
❑ No organic material present
❑ Pier bearing surface of sufficient size to (802.7)
accommodate loading ❑ Lateral support at points of bearing(802.8)
8"0=21 sf ❑ Roof7rafter tie-downs(802.11)
10"0=33sf
12"0=47 sf ROOF SHEATHING
14"0=64 sf ❑ Allowable span(maximum)(803.2.2)
16"0= 84 sf Plywood 1/2" 24"with clips or blocks 5/8" 32"
18"0= 106 sf with clips or blocks
Particle board 1/2"24"with 55#total load
FLOOR FRAMING
❑ Framing as per approved plans GENERAL
❑ Structure is designed to resist or protect against
❑ Posts, beams, or girder construction has positive
connections to ensure against uplift and lateral movement from wind(403.1)
displacement(502.8)
❑ Joists framing into the side of a beam shall be
supported by approved framing anchors or on
ledger strips not less than nominal 2x2(502.4.2)
❑ Joists resting on beams are to be toe nailed with
3-8d nails(Table 602.3)