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STRUCTION WHETHER SPECIFIED HEREIN OR NOT 1 ALSO AGREE TO SAVE INDEMNIFY AND —KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS ANDEXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THEf"5GRANTING OF THIS PERMIT ,JZ,b 4
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\N II HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DO HEREBYCERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THEDECLARATIONS ARE TRUE AND CORRECT AND 1 FURTHER CERTIFY AND AGREE IF A PERMIT ISISSUED TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNING BUILDING CONfifff
n Every permit issued by the Builcexpire by limitation and becomeby such permit is not commencecif the building or work authoriat any time after the work is conmg Official under the provisions of thisnull and void If the building or worki within 180 days from the date of suchted by such permit is suspended ornmenced for a oenod of 180 davs* AN OSHA PERMIT5 0 DEEP AND D£STRUCTURES OVEVS REQUIRED FOR EXCAVATIONS OVERMOLITION OR CONSTRUCTION OFR 3 STORIES IN HEIGHT, / l>TflTAl ELECTRICALO
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FORM 1 PAGE I JP
Testing Engineers—San Diego
3467 Kurtz St ,PO Box 80985, San Diego, Ca 92138 (714)225-9641
1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730
LABORATORY NUMBER SD36-3137 INSPECTION REPORT DATE August 27, 1981
FILE #900-823, Permit #328
JOB La Costa Conference Center Repair
2101 Costa del Mar Road
ADDRESS Carlsbad, California
INSPECTION OF Structural Steel Assembly
FABRICATOR OR ERECTOR Boal Steel
CONTRACTOR C A. Larsen
SHOP FIFI n X PLANT
DATE
REG HRS
O T HRS
REINSP HRS
INSPECTOR
DATE 8/21/81
REG HRS 2 0->
O T HRS
REINSP HRS
INSPECTOR
Arthur Stephenson
DATE
REG HRS
O T HRS
REINSP HRS
INSPECTOR
DATE
REG HRS
O T HRS
REINSP nRS
INSPECTOR
DATE
REG HRS
O T HRS
REINSP HRS
INSPECTOR
Structural Steel
Weld-rod
Welder
ASTM A36
AWS E7018
J Malezski
Inspected and approved welding of three vertical stiffener plates at
Line D-20 as per revision #4 of 8/11/81 Welds done according to plans
and specifications
JTY OC Department
*Hours prorated with other work
REPORTED TO (1)
(1)
a I
Rancho La Costa, Inc , Attn Mr Les Vaughn
Arkinson-Johnson-Spunler, Inc
C A Larsen Const Co
City of Carlsbad Bldg Insp Dept
THC Ih
'?
TESTING ENGINEERS - SAN DIEGO-Li
T H. Chapman, R E #12882
FORM 1 PAGE 1 JP
Testing Engineers—San Diego
3467 Kurtz St ,PO Box 80985, San Diego, Ca 92138 (714)225-9641
1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 Page
LABORATORY NUMBER SD36-3102 INSPECTION REPORT DATE August 20, 1981
#900-823
La Costa Conference Center Repair
T' 2101 Costa del Mar Road
ADDRESS Carlsbad, California
INSPECTION OF Structural Steel assembly
FABRICATOR OR ERECTOR Boal Steel
CONTRACTOR c A Larsen Const Co
FlELD__X_SHOP.PLANT.
DATE
REG MRS
O T HRS
REINSP HRS
INSPECTOR
DATE 8/10/81
REG HRS 8 0
O T HRS
REINSP HRS
INSPECTOR
Clifford Read
DATE 8/11/81
REG HRS 8 0
O T HRS
REINSP HRS
INSPECTOR
DATE
REG HRS
O T HRS
REINSP HRS
INSPECTOR
DATE 8/12/81
REG HRS 8 0
O T HRS
REINSP HRS
INSPECTOR
Structural Steel
Electrode
Certified Weldes
Bolts
ASTM A36
E7018
M Lane #727
ASTM A307 & A325
r>'C2r 1981
CITY OF CARLSB
Department
Visually inspected and approved welding of shims on channels for 2
columns per revised details for 1st story columns at Lines 19 and 20
D 1 and partial welding of channel to column at Line 20 Bl per details
C and D/S3
Visually inspected and approved welding of channel to column at 1st
story Line 17 near B per detail B/S4, partial welding channel to column
at 1st story Line 20 Dl per revised details and channel to 2nd story
column Line 20 Bl per details C and D/S3 Structural Engineer,
Doug Magee, approved vertical fillet weld of shim to column in lieu of
plug weld shown in revised details 2 and 3 on sheet 3, dated 8/7/81 Also,
1st story channels at column 20D1 required splicing for erection proposed,
splice was welded full penetration with backup bars Structural Engineer,
approved of splicing, where necessary
Received added details, 5 pages, dated 8/11/81
Visually inspected and approved welding channel to 1st story column at Line
20 Dl complete, second story column at Line 17 Bl complete and partial
at 2nd story Column 20 Dl Also approved welding angle braces to
existing W14 per and tacking of new shims per added detail #1, between
Line 18 and 19 on Dl
FORM I PAOE 2 JP
Testing Engineers—San Diego
3467 Kurtz St ,PO Box 80985, San Diego, Ca 92138 (714)225-9641
1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page
LABORATORY NUMBER SD36-3102 J°B La Costa Conference Center Repair DATE August 20, 1981
DATE 8/13/81
REG HRS 8 0
O T HRS 3 5
REINSP HRS
INSPECTOR
DATE 8/14/81
REG HRS 4.5 c
O T HRS 4 0
REINSP HRS
INSPECTOR
DATE
REG HRS
O T HRS
REINSP HRS
INSPECTOR
DATE 8/15/81
REG HRS
O T HRS 9 0
REINSP HRS
INSPECTOR
DATE
REG HRS
O T HRS
REINSP HRS
INSPECTOR
DATE
REG HRS
O T HRS
REINSP HRS
INSPECTOR
Visually inspected and approved welding channels to 2nd story columns
at Lines 17 and 20 Dl per revised drawings and details C and D/S3,
columns to shims and shims to new beam, east and west ends, per C/S1
and partial welding of 1st story channels to column at Line 19 Dl,
per revised drawing
Visually inspected and approved welding channels to 1st story column at
Line 19 Dl per revised details and adding 5" of weld to bottom of
channel to column at Line 17 near "B" per revised detail Channel at
column 19 Dl were spliced full penetration, for erection purposes.
Inspected and approved welding double channel connection plates to
truss plates 3 places each truss per D/S2
Inspected and approved installation of A325 bolts in two trusses per
sheet S2 and impacting A325 bolts in east end of north truss. Bolts
torque tested with a calibrated torque wrench.
Completed torque testing remaining A325 bolts in both trusses Inspected
and approved welding new door track to east header. Also inspected and
approved welding of stiffiner plates to Line Bl beam hangers, at 18 and
19 and welding of saddle sides to cap plates and new joist support angles
to saddle sides on Line Bl at 18 and 19, per added detail 5
*Hours prorated with other work
REPORTED TO (1)
(1)
(1)
Rancho La Costa, Inc , Attn Mr Les Vaughn
Atkinson-Johnson-Spurrier, Inc
C A Larsen Const Co
City of Carlsbad Building Insp Dept TESTING ENGINEERS x'SAN DIEGO
THC lh T H Chapman/ R E #12882
ESGIL CORF>ORATIOIV
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STRUCTURAL CALCULATIONS
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DESIGN DATA
LOCATION OF JOB
BUILDING CODE
CLIENT LA. 60 6T/^ LAMP
CONTENTS
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STRUCTURAL ELEMENTS DESIGNED BY OTHERS €?££.
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These calculations are for the repair and strengthening of only those
members of the vertical load carrying system which have already failed,
as determined by field investigation,or are apparently severely under-
designed, as indicated by previous calculation.1 For substantiating
data regarding the existing conditions please refer to the text and
the calculations of the previous investigative reports, prepared by this
office, dated January 27th, 1981 and May 19th, 1981.
All other elements of the structure remain the responsibility of the
original engdneer of record, i.e the remaining vertical load carrying
members, foundations, lateral load resisting system, etc Many existing
structural elements do not conform to either the minimum prescribed
standards of the Uniform Building Code, 1970 Edition f "Ehe aoverning
code at time of original constructio^or to current minimuml standards
of the 1979 UBC.
1. The bearing capacity of wood, perpendicular to grain, though
overstressed in numerous locations/is not considered here as it
is felt that this is not a collapse hazard.
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