HomeMy WebLinkAboutB17-0440 024-240-060 (2)I
BUTTE COUNTY AREA
DEPARTMENT OF DEVELOPMENT SERVICES 1
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannot uarantee inspections on the date requested
Office: 530.538.7601 Fax: 530.538.77 85 www.ButteCountv.net/dds
Permit No: B17-0440 Issued: 4/18/2017
APN: 024-240-060
Address: 31 MIDDLE HONCUT RD, HONCUT
Owner: KELLEY FAMILY TRUST
Permit Type: LIMITED AG
Description: LTD AG BLD (2400) NO ELEC NO PLUMB
Flood Zone: A SRA Area: No
SETBACKS for Zoninfy. AG_ SRA. PW
Front: 20 Centerline of Road:
Rear: 25 SRA:
Street: 20 AG:
Interior 25
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Inspection Type
IVR INSP DATE
Setbacks
131
Foundations / Footings
111
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above ar igned
Pre -Slab
124 it l
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Blockin /Unde inin
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing or Slab Until Above Signed
Shearwall/B.W.P.-Interior
134
ShearwallB.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
417
Manometer Test
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
Permit Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final
702
Swimming
Pools
Inspection Type
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Swimming
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
Pre -Plaster 1
507
Manufactured Homes
Setbacks
131
Blockin /Unde inin
612
Tiedown/Soft Set System
611
Permanent Foundation System
613
Underground Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Skirting/Steps/Landings
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Length x Width:
Insignia:
Finals
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
"PROJECT FINAL
-rrolect anal is a cermn:ate of vccupancy foresiaennai vmy)
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY P Y FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
I
- s
f
Bruckenstein Welding. & Ins ections
25 Count' Road 30 %81
Glenn, CA. 95943
CERTIFICATE OF BOLTING INSPECTION
Date: 6-5-17 Project: Rich Kelly Shop
Inspector. Mark Bruckenstein
• Bolt Size
Req'd Tension Test Torque Turn of the Nut Impact Test
(in dia)
(lbs) (ft -lbs) , (turn past snug) (sec)
5/8"
19,000 +S%
%"
28,000+5% n/a ` 1/3 -n/a .
7/8"
391000+5%
1"
51,000+5%
DESCRIPTION OF WORK, I
i
Arrived at the jobsite at 0530 hours to perform special inspection of high strength bolting at the Rich Kelly Shop.
Before tightening the bolts we verified that the materials used in this'asserribly were in conformance with the requirements
of section 2111olts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this
structure were A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts.
JX} Turn of the Nut - No washers were used in this assembly, so the Tum -of -Nut Tightening method was used per Section
9.2.1 A representative sample of 3 bolts from each diameter; length, and grade used in this structure were tightened in the
Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug tight condition and to ensure that
the controlling turns past snug -tight per Table 7.1 will develop a tension not less than five, percent greater than the tension
required by Table 8.1 of the RSCS specifications. Wealso yelled that there was no rotation of any of the bolts during the
tightening operation.
Each bolt assembly was installed and tightened to a snug-tighi condition by the contractor prior to tightening. There were a
total of 72 bolts in the structure, all were tightened using the above mentioned procedure.
Based on the above mentioned procedure, it our judgment that all A325 high;sfrei�gtFi tioftJrisWled in the structure
have been property tensioned in accordance with the RCSC Specifications for Stnictura Joints=.contained in the RISC Manual
for Steel Construction.
C" 0704M61 .
QC9 EXP. 4fi�--t2ols
Charles J. Roberts, PE
Mark Bruckensteln, Inspector C-038692 Exp.'3/31/19
Ph: 530-521-5959 email: bwimarkb@gmaiLcom
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