HomeMy WebLinkAbout60 Keyes Ct 94-1924CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
90 KEYES CT for
which permit 94- 00001924 has heretofore been issued on 7/22/94
has been completed according to plans and specifications filed in the
office of the Buildin OffiFial�rior to the issuance of said building
permit, to wit as �'lA•l k4T ;u-(-, complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No _
DATE APPROVAL DATE APPROVAL
BUILDING: FIRE:
Finaled Inspected
ZONING-
Inspected
UTILITIES:
Water Sewer
Lines In / Lines In
Meter yu fi Sewer
Set z`l���r'' Tap�%;��;_
Reclaimed
Water
ENGINEERING:
Street
Drainage z ZG �'S Paved
Maintenance !(
Bond
PUBLIC WORKS:
Street
Name / Street
Signs Lights
Storm / r
Sewer Drivewa y
Street / Z •� /��' S
Work
DESCRIPTION
WATER -SEWER IMPACT FEES
01- APPLCTN FEE - BUILDING
01 -FIRE IMPACT - NONRES
01 -FIRE INSPECT -NEW CONST
01- POLICE IMPACT - NONRES
01 -RADON GAS TAX FEE
01 -ROAD IMPACT FEES
01- RECOVERY FD /CERT. PGM_
OWNER
DATE AMOUNT
PN =7 /IXas 49�SZ7 213
7/22/94
10.00
7/22/94
19.95
7/22/94
159.60
7/22/94
119.70
7/22/94
39.90
7/22/94
5331.34
7/22/94
39.90
BUILDING OFFICIAL / DATE
j Law & Associates, Inc.
® Geotechnical & Environmental Services Telephone: 407 / 246 -1880
& Construction Materials Testing Fax: 407 / 246 -1940
November 15, 1994
At Cost Construction Co.
P.O. Box 400
Altamonte Springs, Florida 32715
Attention: Mr. Sandford Butler
Subject: TESTING OF A -325 BOLT TORQUE ON STEEL STRUCTURE, 60 KEYES COURT,
SEMINOLE COUNTY, FLORIDA (LA94 -02.090)
Dear Mr. Butler:
Law & Associates, Inc. is pleased to present this report on the bolt torque inspection at the subject project.
This report presents the results of our tests performed on November 11, 1994.
BOLT TOROUE
A random check of A -325 bolt torque was performed on site. Bolts on beam to column, column to floor
slab and other connections were tested for minimum torque value using an OTC 7176 calibrated torque
wrench. All bolts tested met or exceeded a minimum torque of 350 foot pounds. The installation of the
bolts and the subsequent torquing procedure was performed using the turn of the nut procedure.
Based upon the on -site testing and to the best of our knowledge, we believe that the A -325 structural steel
bolts have been installed to meet minimum design criteria.
CLOSURE
Law & Associates, Inc. appreciates the opportunity to provide our services on this assignment and trust that
the information provided herein is sufficient for your present needs. Should you have any questions of if
we can be of further assistance, please do not hesitate to contact us.
Sincerely,
LAW & A SSOICIAMt. INC.
President
No.
1650 Acme Street • Orlando, Florida • 32805 /