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PLUMBINGELECTRICO
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City of Carlsbad
1200 ELM. CARLSBAD, CA 92008 • TEL (619) 438 5525
MISCELLANEOUS
RECEIPT ~t,t
Owner
COMPLETE FOR PLAN CHECK ONLY
^-i^T'LEGALDESCRIPTION
ASSESSORS PARCEL NOr~"
1
DESCRIPTION OF WORK
"/£>
/r -
PLAN ID NO 8<+-\-l(o
DESIGNER ADDRESS
PHONE
CONTACT PERSON
MISCELLANEOUS FEE RECEIPT
D
n
n
n
PLAN CHECK FEE 0100008806
VALUATION / 5. QOO
DEMOLITION.
HOUSE MOVING
333.°*
PARKS AND RECREATION FEE_
PUBLIC FACILITIES FEE
SCHOOL FEE DISTRICT.
Carlsbad .
Encmitas _
San Diego _._
San Marcos.
CERTIFICATE OF OCCUPANCY,.
n_
n_
i '
n_
n.
n_
TOTAL FEE OO
WARNING PLAN CHECK FEES WHERE-.- NO ACTION IS TAKEN BY THE
APPLICANT IN ISO DAYS AND NO BUILDING PERMIT IS ISSUED ARE
FORFEITED TO THE CITY
COMMENTS
White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor
E
Wyman
Testing
Laboratories
?0165 OUESTHAVEN ROAD
ESCONDIDO CALIF 92025
(619) 7440146
COVERING WORK PERFORMED DREINFORCED CONCRETE
WHICH REQUIRED APPROVAL BY DPRE STRESSED CONCRETE
THE SPECIAL INSPECTOR OF DREINFORCED MASONRY
DSTRUCT STEEL ASSEMBLY
DREINFORCED GYPSUM DGLUE LAM FABRICATION
DPILE DRIVING DOTHER
JOB ADDRESS
2055 Port*3 DP>! Nnp-al
OWNER OR PROJECT NAME "
Palomar Air-port RUKITIRKS Park
CONSTR MAT L |TYp£ GRADE ETC )
DESIGN STRENGTH SOURCE OR MFGR
DESCRIBE MAT L (MIX DESIGN RE BAR GRADE & MFGR )
R^bar- A-filS, gra.dR 60
Mis^ - ^t^^l A-3^
F:lpr>t.rorip . R-70XX
FOR WEEK
N° 1 Of 1 ENDING 5_18 ,9 84
BLDG PERMIT NO PLAN FILE NO
84-176 None
ARCHITECT
Deardorff & Deardorff
ENG INEER
Deardorff & Deardorff
GENERAL CONTRACTOR
Lusardi Construction
CONTR DOING REPORTED WORK
LAB RECEIVING Ek TESTING CONSTR MAT L SAMPLES
Tilt-up Welding Inspection
Inspected joint preparation, fit-up and welding of typical
chord bar and weld plate connections for tilt-up panels.
Certified welders were observed for proper welding
procedures and techniques.
Completed welds were inspected for size, length, location
and quality and unless otherwise noted were found in accordance
with applicable drawings, details noted, sections and building
specifications.
5/16
Visually inspected the welding of all panels
This report concludes the welding inspection for this
project.
Palomar Airport Business Park
Deardorff
Lusardi Const
COC
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE
REPORTED WORK UNLESS OTHERWISE NOTED I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS &
APPLICA8LESECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS
SIGNATURE OF REGISTERED INSPECTOR
DATE OF REPORT REGISTER NUMBER
Wyman
Testing
Laboratories
20165 OUESTHAVEN ROAD
ESCONDIDO CALIF 92025
(619) 7440146
COVERING WORK PERFORMED DRElNFORCED CONCRETE
WHICH REQUIRED APPROVAL BY DPRE STRESSED CONCRETE
THE SPECIAL INSPECTOR OF DREINFORCED MASONRY
DSTRUCT STEEL ASSEMBLY
DREINFORCED GYPSUM DGLUE LAM FABRICATION
DRIVING DOTHER
JOB ADDRESS
2055 Corte Del Nogal 1 of 1
FOR WEEK
ENDING 5-18 84
OWNER OR PROJECT NAME
Palomar Airport Business Park
BLDG PERMIT NO
84-176
PLAN FILE NONone
CONSTR MAT L (TYPE GRADE ETC )ARCHITECTDeardorff & Deardorff
STRENGTH SOURCE OR MFGR ENGINEER
Deardorff & Deardorff
DESCRIBE MAT L (MIX DESIGN RE BAR GRADE fit MFGR )
Rebar. A-615. grade 60
GENERAL CONTRACTOR
Lusardi Construction
CONTR DOING REPORTED WORK
Mi RC. . Steel . A-36
LAB RECEIVING & TESTING CONSTR MAT L SAMPLES
Electrode E-70XX
CERTIFICATE OF COMPLIANCE
Wyman Testing Labs here-by certify that we have performed
all the "Special Inspections" required by the local building
department and except as noted otherwise have found this work to
be in accordance with the approved plans, specifications and
applicable building codes.
Palomar Airport Business Park
Deardorff
Lusardi Const.
COC
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE
REPORTED WORK UNLESS OTHERWISE NOTED 1 HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS &
APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS
SIGNATU«E OF REG/STEREO INSPECTORTUXi
DATE OF REPORT REGISTER NUMBER
ESGIL CORPORATION
932O CHESAPEAKE DR , SUITE 122
SAX DIEOO, CA O2
(619) 5GO-14O8
CITY OF CARLSBAD
POLICIES AND PROCEDURES
NUMBER 84-35 SUBJECT ROOF DRAINS
EFFECTIVE • March, 1984 SECTION. BUILDING DEPARTMENT
SUPERSEDES.April, 1978
PURPOSE Aid in property damage prevention caused by plugged rain drains.
Overflow drains to serve as an indicator.
BACK- Inspection of danaged and ruined oroperty during heavy rains indicated to the
GROUND: Building department that foliage and debris was stopping up the main roof drains,
The water level would rise to the overflow drain level then the debris would
float to and stop UD the overflow drains. vThe water would rise to the level of
flashings or roof jack then the water would"oour down through the structure.•
It was concluded that if the owner, occupant or maintenance personnel could
become aware of a roof drain stoppage, immediate action could be taken to clear
the roof drains.
ROOF DRAINS - SECTION 3207
(c) OVERFLOW DRAINS AND SCUPPERS. Where roof drains are reauired, overflow
drains having the same size as the roof drains shall be installed with the
inlet flow line located 2 inches above the low point of the roof, or over-
flow scuppers having three times the size of the roof drains may be installed
in adjacent parapet walls with the inlet flow line located 2 inches above
the low point of the adjacent roof and having a minimum opening height of
4 inches. Overflow drains shall be connected to drain lines independent
from the roof drains.
POLICY (overflow drains shall terminate so the overflow drains will also serve as an
indicator of a roof drain problem). Overflow drains shall terminate in an area
where it will be readily visible and will not cause damage to the building.
RECOMMENDED TERMINATION LOCATION:
1. Where roof drains terminate through a wall, overflow drains will terminate a
minimum of 12 inches above the roof drain.
2. When roof drains are piped to an approved underground storm drain or curb,
the overflow drains will terminate a minimum of 12 inches above ground floor
level in a readily visible location which will not cause structural damage
to the building.
3. When conditions of design dictate that both roof drains and overflow drains
be underground, and determined by the Building Official, this condition exists
The Building Official may approve a secondary overflow with a minimum of
2 inch DIpe size, piped from an Inverted tee in the overflow drain to an out-
side, readily visible location, which will not cause structural damage to
the building.
nitlated
uthor.
Martin O'renyak
-£Uui«
Approved By:
City Manager
Date i
Prepared byi
VALUATTON AND PLAN CHECK FEE
Q Bldg. Dept.
D Esgil
PLAN CHECK NO.
BUILDING ADDRESS
APPLICANT/CONTACT
BUILDING OCCUPANCY
PHONE NO.
DESIGNER PHONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
BUILDING PORTION
/fe/-/^<7/2
2ur> /^*L
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
.
/{s^'gd
/£ 3-^fc?
^5 ^^* * ^^^ ^fl^r ^H^'
3z.a^
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VALUATION
MULTIPLIER
19 e>O •=:/<T — •
@ 2.80
P 2.40
e i.so
A
VALUE
52^ Sl££)'
^?6d
636 ^P#
Date
Prepared byi
AND PLAN CHECK FEE
Bldg. Dept,
Esgil
PLAN CHECK
BUILDING ADi
APPLICANT/CONTACT
BUILDING OCCUPANCY
TYPE OP CONSTRUCTION
DESIGNER PHONE
CONTRACTOR PHONE ''
BUILDING PORTION
/fe/'/^tf/S
^MO /^><3/^
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
/
Total Value
BUILDING AREA
„
7^5^)/^: 3^?
^^. ^>^5(Sf
3-z&^f
VALUATION
MULTIPLIER
/P22 «
e 2.80
@ 2.40
§ 1.50
VALUE
5g?S?&/
W?*d
636¥?J
Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1)
D Handicapped Regulations^.Ctee' x 1.065)
Building PeJrmit Fee
Plan Theck \ ee—$
8/4/82
/7k
(•1B)6M-7210
MM BUSME8SPAIW AVENUE
SAN 0600 CA 82131
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