HomeMy WebLinkAbout2101 FARADAY AVE; ; CB081010; Permit·-, City of Carlsbad
06-12-2008
1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Perm if Permit No: CB08101 o
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
2101 FARADAY AV CBAD
Tl Sub Type:
Lot#: Status:
Valuation:
2120700100
$10,000.00 Construction Type:
INDUST
0
NEW Applied:
Occupancy Group: Reference #: Entered By:
Project Title: COVIDIEN-REPLACE 9000 GALLON
LIQUID OXYGEN TANK ON EXISTING CONCRETE PAD
Plan ApprQ"i!ed:
lssµed:
Applicant:
AIRGAS WEST INC
PO BOX6030
LAKEWOOD CA 90714
562 497-1991
Building Permit
Add'I Building Permit Fee
Plan Check
Add'I Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park Fee
LFM Fee
Bridge Fee
BTD#2 Fee
BTD#3 Fee
Renewal Fee
Add'I Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'I Pot. Water Con. Fee
Reel. Water Con. Fee
$108.75
$0.00
$70.69
$361.31
$0.00
$2.10
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Inspect Area:
Plan Che1::k#:
Owner:
BLACKMORE FARADAY PARTNERS
PO BOX424
RANCHO SANTA FE CA 92067
Meter Size
Add'I Reel. Water Con. Fee
Meter Fee
SDCWA Fee
CFO Payoff Fee
PFF (3105540)
PFF (4305540)
License Tax (3104193)
License Tax (4304193)
Traffic Impact Fee (3105541)
Traffic Impact Fee (4305541)
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Master Drainage Fee
Sewer Fee
Redev Parking Fee
Additional Fees
HMP Fee
TOTAL PERMIT FEES
ISSUED
05/30/2008
RMA
06/12/2008
06/12/2008
Total Fe~s: $542.85 Total Payments To Date: $542.85 Balance Due:
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
??
$542.85
$0.00
B~~~~·TG_PLANS
___y::_ h :,1 Ot<}\:GE ~f\e.D
_ATTACHED
Inspector:
FINALAf'PRQ,VAL <r
Date: ( z_ -Y r O d Clearance:
NOTI.CE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, qr other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other requirecJ ·~,formation with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitationsJ,as reviousl otherwise ex ired.
City of Carlsbad
' 1635 Faraday Ave., Carlsbad, CA 92008
. 760-602-2717 / 2718/ 2719
-Fax: 760-602-8558
Building Permit Application
EXISTING USE PROPOSED USE GARAGE (SF)
CONTACT NAME (If Different Fam Applicant)
ADDRESS
CITY. STATE· ZIP
PHONE FAX
EMAIL
,
PROPERTY OWNER NAME
ADDRESS
STATE ZIP
FAX
ARCH/DESIGNER NAME & ADDRESS STATELIC. #
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
SUITE#/SPACE#/UNIT# APN
#BATHROOMS CONSTR. TYPE OCC. GROUP
PATIOS(SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS
YESD #_ NOD YES D NO D YES D NO D
, y: • ,< M,
'~,(,:,,, , ,
1:1 I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
D I have and will maintain wor. ~ compensation, as r_:9ufred by Section 370p of the La~or Cod_e,J.or the performance of the wo~k for which this P.ermit is issued. My workers' comP.ens lion insura~ce carrier and policy
number are: Insurance Co. >, ~ ... , 7,/~. 'r,1. "# f' 1--J Policy N,r /4-JC&'iJ tqqj$1{ Expiration Date 2.. d 7 -Cl 9'
This section need not be completed if the permit is for one hundred dollars ($100) or less.
D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of
California. WARNING: Failure to secure workers' com ensation covera e Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In
addition to the cost of compensation, damages s I! · m Section 3706 of the bor code, interest and attorney's fees.
Ji5 CONTRACTOR SIGNATURE DAT~ <5-.3& -{fJ'r
--,,,,,;;,,',, /',' :,
V
I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason:
Cl I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for
sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
Cl I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
property who builds or improv!ls thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).
Cl I am exempt under Section ____ .Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property Improvement. Cl Yes Cl No
2. I (have/ have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone/ contractors' license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number):
5. !'will provide some of the work, but I have contracted (hired) the following personsto provide the work indicated (include name/ address /phone/ type of work):
Ji5 PROPERTY OWNER SIGNATURE DATE
,, f, !,,,',
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act? Cl Yes Cl No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Cl Yes Cl No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Cl Yes Cl No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
;J : /'' f
I hereby affirm that there is a construction lending agency for the performancE;i of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name Lender's Address
. . .
I certify that I ~ave read the application and state that the above information is correct and that the information on the plans Is accurate. I agree to comply with all City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Cartsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD
AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA pennlt is required for excavations over 5'0' deep and demolition or consbuction of sbuctures over 3 stories in height
EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by fimitation and become null and void if the building or work authorized by such pennlt is not commenced within
180 days from the date of such pe~it o/if the building or rk autho · · · ended or abandoned at any time after the work is com enced for a period of 180 days (Section 106.4.4 Unifonn Building Code).
--@S' APPLICANT'S SIGNATURE_A DATE '5 -,3,cJ · -c7 .
euv or Carlsbad
' . Flnal Bulldlll IDSP8CIIOD
Dept: Building Engineering Planning CMWD St Lite Fire
Plan Check#:
Permit#:
Project Name:
Address:
Contact Person:
Sewer Dist:
CB081010
COVID -REPLACE 9000 GALLON
=N EXISTING CONCRETE PAD
2101 FARADAY AV Lot:
Phone: lalC\( ,S')..D-~G\04,
Water Dist: CA
Date: 12/04/2008
Permit Type: Tl
Sub Type: IN DUST
0
..........................................................................................................................................................
Inspected~
By: ~
Inspected
~::ected: ~ Approved/. __ Disapproved: __
Date
By: __________ Inspected: ____ _ Approved: ___ Disapproved: __
Inspected Date
By: Inspected: ____ _ Approved: __ Disapproved: __ ...........................................................................................................................................................
Comments: _____________________________ _
City of Carlsbad Bldg Inspection Request
For: 12/05/2008
Permit# CB081010 Inspector Assignment:
Title: COVIDIEN-REPLACE 9000 GALLON
Description: LIQUID OXYGEN TANK ON EXISTING CONCRETE PAD
Type:TI
Job Address:
Suite:
Location:
Sub Type: INDUST
2101 FARADAY AV
Lot: 0
OWNER BLACKMORE FARADAY PARTNERS
Owner: BLACKMORE FARADAY PARTNERS
Remarks: f:.LEASl:J~SPl;CT AT _1_Q:~9_8M.,
Total Time:
CD Description Act Comments
Phone: 619:120L--
lnspecto~--
Requested By: GARY
Entered By: CHRISTINE
19 _F_i_na_i_s_tr_u_c_tu_r_al-----~-· __________________ _
Comments/Notices/Holds
Associated PCRs/CVs Original PC#
PCR99092 ISSUED LUCENT TECHNOLOGIES; ELECTRICAL REVISIONS
Inspection History
Date Description Act lnsp Comments
SOUTHERN CALIFORNIA SOIL & TESTING,. INC. 8 0 SO 2
(>280 R!VERDALE STRcET, SAN DIEGO .. C~ 92120 .•. Phone (619) 280-4:121 ·Fax (619)280:4717.
83-740 CITRUS AVENUE; ·suITE Cf iNi>fo. CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362
SCS&T FILE NO.. CJE/ S',<:J s:::
P.O. NO._• ________ _
C PL NC FIX PAGE Of I
FIIE~ INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MAS~RY O WELDING O FIREPROOFING
Q.c. CONCRETE O ROOFING/ WA1ERPROOFING O P.T. CONCRETE/ STRESS eJ' EPOX'{ ANCHORS O H.S. BOLTING O ---
DSA FILE NO.:
DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED:
-r-S-..c<a
uac I hereby certify 1hot I hove inspected the above reported work. Unless noted otherwise.
!he work InsPec!ed is to the bes! of my knowledge in compliance with !he approved plans,
specifications: and applicable sections of the governing building lows.
1nspectortnitloIs 4$c1--G--'-· ______ _
DSA I heret>Y certify that I have inspected the above reported work in accordance with iie
requirements ot DSA approved documents. sampling and testing were conducted in
accordance wtth the requirements of the DSA approved documents. The work inspected
complies v.ilh the DSA approved documen!s.
Yes: ___ No: ____ Inspector lnttials:
DSAAPP. NO.:
PlAN FILE NO,:
q oF CA.1'-t.seA-'
REGISTRATION NO.
DATE
SCS&T ?.G5 A!V :!,U6
l I I i i i i
\
I
I l l ' ! l I 1 l
I l i
\ I' I
I l I '
0 ' '
A V
SOIL & TESTING, INC, 1 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 80602
6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717
83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362
SCS&T FILE NO.-· _tl--=~=-4-/ ... S..,-;"(C],__S--"----
P.O. NO.· __________ _
C PL NC FIX PAGE_~_OF ___ _
FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE D REINFORCED MAS~RY D WELDING D FIREPROOFING
Q. C. CONCRETE D ROOFING/ WATERPROOFING D P.T. CONCRETE/ STRESS ~ EPOXY ANCHORS D H,S. BOLTING o __
PROJECT TITLE: PHASE#: DSA FILE NO:
C6\f\ t" l /A-
PROJECT ADDRESS
~to
ARCHITECT:
GENERAL CONTRACTOR:
DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED:
1-0-da
UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise,
the work inspected is to the best of my knowledge in compliance with the approved plans,
specifications and applicable sections of the governing building laws.
Inspector Initials --;,,'$,__C-_· _______ _
DSA I hereby certify that I have inspected the above reported work in accordance with he
requirements of DSA approved documents. Sampling and testing were conducted in
accordance with the requirements of the DSA approved documents. The work inspected
complies with the DSA approved documents.
Yes: __ No: __ Inspector Initials:
DSAAPP. NO.:
PLAN FILE NO.:
'-l OF cA12t..S'f3.Pr-
REGISTRATION NO
DATE
SCS&T 205 REV 2/06
!r
DATE: June 10, 2008
JURISDICTION: Carlsbad
PLAN CHECK NO.: 081010
EsGil Corporation
In c.Partnersliip witli qovernment for (}Juift{ing Safety
SET:I
PROJECT ADDRESS: 2101 Faraday Ave.
g _ _A!:E.UQANT
~URIS)
~REVIEWER
CJ FILE
PROJECT NAME: Tank Anchor & Fdn Only for the 02 & Vaporizer of Covidien
[:gj The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
~ Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Q Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Fax#:
Mail Telephone Fax In Person
~ REMARKS: MAY NEED TO APPLY BUILDING PERMIT FOR THE TANKS AND THE
CORRESPONDING LEGS.
By: Bert Domingo
Esgil Corporation
D GA D MB D EJ D PC
Enclosures:
6/3/08
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
Carlsbad 081010
..June 10,. 2008
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Bert Domingo
PLAN CHECK NO.: 081010
DATE: June 10, 2008
BUILDING ADDRESS: 2101 Faraday Ave.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg. Permit Fee by Ordinance I ..,. I
Plan Check Fee by Ordinance
Type of Review: D Complete Review O Structural Only
0 Repetitive Fee I• I Repeats
* Based on hourly rate
Comments:
0 Other
0 Hourly 4.51 Hours*
Esgil Plan Review Fee
Sheet 1 of 1
macvalue.doc
$540.ool
$432.001
"
BUILDING PLANCHECK CHECKLIST
DATE: 6/J/m . C-P~NCHEC NO.: CB{)5f_Q/0
BUILDING dooRESS: di,_0 ·1 ~
PROJECT DESCRIPTION: ~~
ASSESSOR'S PARCEL NUMBER: £/J--~! ~ ---
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in · your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
0 A Right-of-Way permit is required prior to
construction of the following improvements:
By:
D Dedication Application
D Dedication Checklist
D Improvement Application
0 Improvement Checklist
0 Neighborhood Improvement Agreement
0 ·Grading Permit Application
0 Grading Submittal Checklist
D Right-of-Way Permit Application
O Right-of-Way Permit Submittal Checklist
and Information Sheet
D Storm water Applicability Checklist
DENIAL
Please see the ached report of deficiencies
marked with . Make necessary corrections to plans
or specjfi ti {IS for compliance with applicable
codes and stan~ards. Submit corrected plans and/or
specifications to this office for:review.
By: Date:
·FOR OFFICr L USE ONLY
Date,
Name:
ENGINEERING DEPT. CONTACT PERSON
JOANNE JUCHNIEWICZ
Address:
Phone:
City of Carlsbad
1635 Faraday Avenue, Carlsbad, CA 92008
(760) 602-2775
CFD INFORMATION
Parcel Map No:
Lots:
Recordation:
Carlsbad Tract:
F:1Bu1Lo1N"ff§8!5E<Fe:mci>!fy1°¢\ venue • Carlsbad, CA-9200f3-7314 • (760) 602-2720 • FAX (760) 60~11.'ffoo<i2 @
BUILDING PLANCHECK CHECKLIST
orthArrow
xisting & Proposed Structures
C .. xisting Street Improvements
Property Lines
E. Easements
Drainage Patterns
Right-of-Way Width & Adjacent Streets
riveway widths
Existing or proposed sewer lateral
Existing or proposed water service
Existing or proposed irrigation service
1. Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street.or.an approved drainage course.
2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drainage of 2% to swale 5' away from building."
. · Existing & Proposed Slopes and Topography
C. Size, type, location, alignment of existing or proposed sewer and water service .(s)
that serves the project. Each unit requires a separate service, however, second
dwelling units and apartment complexes are an exception. ·
· D. Sewer and water laterals should not be located within proposed driveways, per
F:IBUILDING PLANCHECK CKLST FORM.doc
sta1noar:e1S:-:---;---
Site.address
ssessor's Parcel Number
Legal Description
Fqr commercial/industrial buildings and tenant improvement projects, include:
tota.1 building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses -(manufacturing,
warehouse, office, etc.) previously approyed.
EXISTING PERMIT NUMBER DESCRIPTION
2 Rev. 7/14/00
BUILDING PLANCHECK CHECKLIST
1 sr 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE
D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _________________ ...__ _____ _
D D D 4b. All conditions are in compliance. Date: ____________ _
D D D
D D D
F:\BUILDING PLANCHECK CKLST FORM.doc
DEDICATION REQUIREMENTS
5. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $ 17,000 pursuant to Carlsbad
Municipal Code Section 18._40.030. ·
Dedication required as follows: ________________ _
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8 ½" x 11-" plat map arid
submit with a title report. All easement documents must be approved and signed
by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for the dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person. Applications will not be accept by mail or fax.
Dedication ·1::ompleted by: __ . __________ _ Date: ----
IMPROVEMENT REQUIREMENTS
6a. Air needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever t_he value of the
construction exceeds $ 82;000 , pursuant to Carlsbad Municipal Code Section
18.40.040.
Public imp~ovements required as follows: ____________ _
Attached please find an application form and submittal checklist for the public
improvement requirements. A registered Civil Engineer must prepare the
appropriate improvement plans and submit them together with the requirements
on the attached checklist to the Engineering Department through a separate plan
check process. The completed application form and the requirements on the·
3 Rev. 7/14/00
D D
D D
D D
D D
D D
D
D
D
D
BUILDING PLANCHECK CHECKLIST
checklist must be submitted in person. Applications by mail or fax are not
accepted. Improvement plans must be approved, apprqpriate securities posted
and fees paid prior to issuance of building permit. · ·
Improvement Plans signed by: _________ _ Date: ____ _
6b. Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report er
current grant deed on the property and processing fee of $430 so we may
prepare the necessary Neighborhood Improvement Agreement. . This agr.eement
must be signed, notarized and approved by the City prior to issuance of a·
Building permit.
Future public improvements required as follqws:
6c. Enclosed please find your Neighborhood Improvement Agreement. Please return
a_greement signed ·and notarized to the Engineering Department.
Neighborhood Improvement
Agreement complet~d by:
Date:
6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in · Section
15.16.010 of the ~1,micipal Code.
?a. Inadequate information available on Site Plan to make a determ_ination on grading
requirements. Include accurate grading quantities· in cubic yards (cut, fill, import,
export and remedial). This information must be included on the plans.
?b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitteq together with the completed application form
attached. NOTE: The Grading Permit must· be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: · Date: ----------
D . ?c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
F:IBUILDING PLANCHECK CKLST FORM.doc 4 Rev. 7/14/00
BUILDING PLANCHECK CHECKLIST
1ST 2ND SRO
D D D 7d .No Grading Permit required.
D D D 7e. If grading is not required, write "No Grading" on plot plan.
D D D
D D D
D D D
D D D
MISCELLANEOUS PERMITS
8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. .Types of work includ~, but are
not limited to: street improv~ments, tree trimming, driveway construction, tying
into public storm drain, sewer and water utilities.
. Right-of-Way permit required for:
9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 7138,
for assistance.
Industrial Waste permit accepted by:
Date:
10. NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge
Elimination System -(NPDES) permit. The applicant · shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
the City Engineer prior to issuance of grading or building permit, whichever
occurs first.
1 a.a.STORM WATER COMPLIANCE FORM
O Requires PSWP (project storm water permit): #
0 Tier I/Tier II (Requires SWPPP)-Please complete attached forms
O Exempt ,_ P!ease complete attached exemption form
D D 0 · · 11. FEES
F:IBUILDING PLANCHECK CKLST FORM.doc
0 Required fees are attached
O No fees required
5 Rev. 7/14/00
"
D D D
F:IBUILDING PLANCHECK CKLST FORM.doc
BUILDING PLANCHECK CHECKLIST
WATER METER REVIEW
12a. Domestic (potable) Use
Ensure that the meter proposed by the owner/developer is not oversized.
Oversized meters are inaccurate during low-flow conditions. If it is oversized, for
the life of the meter, the City will not accurately bill the owner for the water used.
• All single family dwelling units received "standard" 1" service with 5/8" service.
• If owner/developer proposes a size· other than the "standard", then
owner/developer must provide potable water demand calculations, which
include total fixture counts and maximum water demand in gallons per minute
(gpm).· A typical fixture count and water demand worksheet ·is attached. Once
the gpm is provided, check against the "meter sizing schedule" to verify· the
anticipated meter size for the unit. ·
• Maximum service and meter size is a 2" service _with a 2" meter.
• If a developer is proposing a meter greater than 2", suggest the installation of
multiple 2" services as needed to provide the anticipated demand. (manifolds
are considered on case by case basis to limit multiple trenching into the
street).
12b.· Irrigation Use (where recycled water is not avail?ble) · .
All irrigation meters must be sized via irrigatioD calculations (in gpm) prior to
approval. The developer must provide these calculations. Please foll.ow these
guidelines: · ·
1. If the project is a newer development (newer than 1998), check the recent
improvement plans and observe if the new irrigation service is r~fle_cted on
the improvement sheets. If so, at the water meter station, the demand in
gpm may be listed there. Irrigation services are listed with a circled "I",
and potable water is typically a circled "W". The irrigation service should
look like:
STA 1 +00 Install 2" service and
1.5: meter (estimated 100 gpm)
2. If the improvement plans do not list the irrigation meter and the
service/meter will be installed via another instrument such as the building
plans or grading plans (w/ a right of way permit of course), then the
applicant must provide irrigation calculations for estimated worst-case
_irrigation demand (largest zone with the farthest reach). Typically, Larry
Black has· already reviewed this· if landscape plans have been prepared,
but the applicant must provide the calculations 'to you for your use. Once
you have received a good example of irrigation calculations, keep a set for
your reference. In general the calculations will include:
• Hydraulic grade line
• Elevation at p_oint of connection (POC)
• Pressure at POC in pounds per square-inch (PSI)
• Worse case zone (largest, farthest away from valve
• Total Sprinkler heads listed (with gpm use per head)
• Include a 10% residual pressure at point of connection
6 Rev. 7/14/00
·,
D D D
D DD
F:IBUILOING PLANCHECK CKLST FORM.doc
BUILDING PLANCHECK CHECKLIST
3. In general, all major sloped areas of a subdivision/project are to be
irrigated via separate irrigation meters {unless the project is only SFD with
no HOA). As long as the project is located within the City recycled water
service boundary, the City intends on switching these irrigation
services/meters to a new recycled water line in the future.
12c. Irrigation Use (where recycled water is available)
1. Recycled water meters are sized the same as the irrigation meter above.
2. If a project fron~s a street with recycled water, then they should be
connecting to this line · to irrigate slopes within the development. For
subdivisions, this s_hould have qeen identified, and implemented on the
improvement plans. Installing recycled water meters is a benefit for the
applicant since they are exempt from paying the San Diego County Water
Capacity fees. However, if they front a street which the recycled water is
there, but is ,not live (sometimes they are charged with potable water until
recycled water is available), then the applicant must pay the San Diego
Water Capacity Charge.· If within three years, the recycled water line is
charged with recycled water by CMWD, then the applicant can apply for a _
refund to the San Diego County Water Authority (SDCWA) for a refund.
However, let the applicant know that we cannot guarantee the refund, and
they must deal with the SDCWA _for this.
13. Additional Comments:
7 Rev. 7/14/00
PLANNING/ENGINIERING APPROVALS
. /
PERMIT NUMBER CJ0,of5 ~o lt> DATB lo .. 3,-oB
ADDRE99:-_-~_lo_\_~ __ 'AA( ___________ _
11aa1D•NTIAL ~DDfflON MINOR
cies1a,aao.aaJ
POOL/ SPA
RaTAINING WALL
ftNANTIMPROWM•NT
CAIIU~ COMPANY 8TOD9
Vl~CI~ PAIIIII .
COMPUT• OPPICa BUILDING
PLANNER __ b __ lGJtt~·----i.&----·{_-"l--__ _
ENGINEER ________ _ DATB __ _
...
Carls~ad ~ire Department
Plan Review Requirements Category: TI , INDUST
Date of Report: 06-05-2008 ·
Name:
Address:
AIRGAS WEST INC
P OBOX6030
LAKEWOOD CA
90714
Permit#: CB081010
Job Name:
Job Address:
COVIDIEN-INST ALL 9000 GALLON
2101 FARADAY AV CBAD
~-~~
~HLE t~PY
Reviewed by: _____ /l __ _,:L_,___.,,...__ ir 16tVt
INf€>M'P.eE-'PE"·0"''''·1:'-he~item:y0u-ha:v.e~subrnitted:.-for .. te.¾iew is incomplete. At this time, this office cannot
adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review
carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded",
to this office for review and approval.
Conditions:
Con~@®N0@02.8J5
[Jv~JJgP&Q~~
THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF
BUILDING PERMIT.
THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON,
CONDITIONS IN
CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS.
THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW.
Entry: 06/05/2008 By: 9R Action: AP
" GSSI
Structural Engineers
Calculations for
Covidien
Tank Support/ Anchorage
Carlsbad, CA
Airgas West
9010 Clairemont Mesa Blvd
San Diego, CA 92123
Phone: 858-495-2321
~.GSSI
Structural Engineers ENGR. B. Schell
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Urer application
PROFIS Anchor 1.11.16
http://www.ushilti.com/
Specifier's comments:
Anchor type and size:
Effective embedment depth:
M~terial:
Proof:
Stand-off installation:
Anchor plate:
Base material:
Reinforcement:
Anchor
Georne m.
plan view
Company: Sheet 1 of3
Specifier: Project:
Address: Contract No.:
Phone/Fax: -/ -Responsble:
E-Mail:
I-BT-RE 500 + HAS-R 304/316-1 1/4
h.I= 5.63 in.
ASTM F593
Location/Date: -/ 5/26/2008
desgn method: Hilti ASDfrom Hilti Product Technical Guide
ei, = 0.00 in. (no s:and-off); t = 0.50 in.
CUSTOM; fvk = 36000 ps; Ix x Iv X t = 20.00 X 7.88 X 0.50 in.
uncracl<ad concrete 3000, fc' = 3000 ps; h = 420.00 in., temperature: 32°F
rection A
)e-f \
"""i \
y X
t=o.50::;==r-=~~~"'!!'!!"""!"!'!'"'!!'l!"'!"I:;~::;:::;:;:,----~
0 ~ ('I)
O'l
('I)
393.70 14.00 393.70
co
X C 0 t5
Q)
tJ)
rectionA A
Loading
Governing loads[lb, in.-lb]
N = 16100
MrO
z
\)~= 12200
M,:= 0
Input data and results must be checked for agreement with the existing cond1tions and for plausibility!
PROFIS Anchor ( c) 2003 Hilti AG, FL-9494 Schaan Hilli is a registered Trademark of Hilti AG, Schaan
h.1=5.63
rection B
Governing loads[lb, in.-lb]
N 16100
V 12200
v, 0
M-0
Mv 0
M. 0
Eccentricity (&ructural rection) [in.]
Sx = 0.00; Sy= 0.00
z y
h =420.00
Company: Sheet2 of 3 ' "·
Specifier: Project:
Ussr application Addres;;: Contract No.:
PROFIS Anchor 1.11.16 Phone/Fax: -/ -Responsible:
http://www.ushilti.com/ E-Mail: Location/Date: -/ 5/26/2008
Load case {governing}:
I Anchor reactions pb]
Tension force: (+Tension -Pre!B..lre)
; Anchor Tension force Shear force
1 8050 6100
2 8050 6100 Tension
0 ~ 0 1 2
max. concrete compreS:ive strain [%0]: 0.00
max. concrete compreS:ive stre5[psi]: O
reSJlti ng tension force [I b ]: 16101
reSJlting compreS:ion force [lb]: O
Loads on the critical anchor 1
Design values[lb] Utilization[%]
Proof Load Strength j3N / 13v Status
Tension load 8050 9288 87 /-OK
Shear load (no bending) 6100 17735 -/34 OK
Combined tension and shear loads
j3N 13v a Utilization 13N,v [%] Status
0.867 0.344 1.667 96 OK
13~ + 13~ <= 1
Details
fA,N fA,V fRN fRV fRed,Temp
1.000 1.000 1.000 1.000 1.000
all Nc[lb] all Vc[lb] all N.[lb] all Vs[lb] all M[in.-lb] Nrec[lb] Vrec[lb]
9288 17815 34425 17735 13817 9288 17735
Fastening meets the design criteria!
Input data and results must be checked for agreement v.ith the eXJsting conditions and for plausibility!
PROFIS Anchor ( c) 2003 H1lt1 AG, FL-9494 Schaan Hilti is a registered Tradema,k of Hilti AG, Schaan
l.Js9r application
PROFIS Anchor 1.11.16
http://www.ushilti.com/
Company:
Specifier:
Address:
Phone/Fax: -/ -
E-Mail:
Anchorplate, steel: CUS10M; f>1< = 36000 psi
Section type: I-rection -S3X5.7 (3.00 x 2.33 x 0.17)
Hole diameter d1 = 1.38 in.
Recommended plate thickness: not calculated
1
3.000
Coordinates Anchor pn.]
Anchor X y Anchor
-7.00 0.00 2
10.000
X
7.00
Input data and results must be checked for agreement with the existing conditions and for plausibi!Jtyl
y
0.00
PROFIS Anchor( c) 2003 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
~ y
Sheet 3 of3
Project:
Contract No.:
Responsible:
Location/Date: -/ 5/26/2008
.
0 0
""' ""' ~ ~
Cf) Cf)
r'\ X
\.....,I r
2 0 0
""' ""' ~ ~
Cf) Cf)
3.000
10.000
Anchorplate pn.]
X y X y
-10.00 3.94 10.00 -3.94
10.00 3.94 -10.00 -3.94
~' .
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Zip Code = 92008
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B-Fa= 1.0 ,Fv = 1.0
Data are based on a 0.01 deg grid spacing
Period Centroid Sa
(sec) (g)
0.2 1.251 (Ss, Site Class B)
1.0 0.472 (S1, Site Class B)
Period
(sec)
0.2
1.0
Period
(sec)
0.2
1.0
Maximum Sa
(g)
1.360 (Ss, Site Class B)
0.514 (S1, Site Class B) .
Minimum Sa
(g)
1.075 (Ss, Site Class B)
0.408 (S1, Site Class B)
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Zip Code = 92008
Spectral Response Accelerations SMs and SM1
SMs = Fass and SM1 = FvS1
Site Class D -Fa= 1.0 ,Fv = 1.528
Period Sa
(sec) (g)
0.2 1.251 (SMs, Site Class D)
1.0 0.721 (SM1, Site Class D)
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Zip Code = 92008
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
-e D. fia.\ l'?1~ l,.~~ P)
t '\~\