HomeMy WebLinkAbout2100 COSTA DEL MAR RD; ; CB110140; Permit08-15-2011
City of Carlsbad
1635 Faraday Av Carisbad, CA 92008
Commercial/Industrial Permit Pennit No:
Building Inspection Request Line (760) 602-2725
CBl 10140
Job Address:
Permit Type:
Parcel No:
Valuation;
Occupancy Group:
Project Title:
2100 COSTA DEL MAR RD CBAD
Tl Sub Type:
0000000000 Lot #:
$78,317.10 Construction Type:
Reference #:
LA COSTA RESORT: CREATE NEW
1557 SF KITCHEN IN CLUBHOUSE
COMM
0
5B
Applicant:
VICTOR SALCIDO
2051 SAN ELIJO AVE
CARDIFF
CA 92007
760-815-1459
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
Plan Check#:
ISSUED
01/19/2011
JMA
07/29/2011
08/15/2011
PD
Owner:
Building Pemiit $550.38 Meter Size
Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00
Plan Check $357.75 Meter Fee $0.00
Add'l Plan Check Fee $0.00 SDCWA Fee $0.00
Plan Check Discount $0.00 CFD Payoff Fee $0.00
Strong Motion Fee $16.45 PFF (3105540) $0.00
Park Fee $0.00 PFF (4305540) $0.00
LFM Fee $0.00 License Tax (3104193) $0.00
Bridge Fee $0.00 License Tax (4304193) $0.00
BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00
BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00
Renewal Fee $0.00 PLUMBING TOTAL $244.00
Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $161.00
Other Building Fee $0.00 MECHANICAL TOTAL $69.50
Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00
Meter Size Sewer Fee $0.00
Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00
Reel. Water Con. Fee $0.00 Additional Fees $0.00
Green BIdg Stands (SB1473) Fee $1.00 HMP Fee ??
Fire Expedited Plan Review $835.00
TOTAL PERMIT FEES $2,235.08
Total Fees: $2,235.08 Total Payments To Date: $2,235.08 Balance Due: $0.00
Inspector:
FINAL APPROVAL
Date: ^^ '^^ Clearance:
NOTICE: Please take NOTICE that approval of your project Includes the "Imposition" of fees, dedications, resen/ations, or other exactions hereafter collectively
referred to as lees/exactions." You have 90 days from the date this permit 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 required information with the City Manager for
processing in accordance with Cartsbad Municipal Code Secfion 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 sen/ice fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv othenwise expired.
^ CITY OF
CARLSBAD
Building Pennit Application
1635 Faraday Ave., Carlsbad, CA 92008
760-602-2717 / 2718 / 2719
Fax 760-602-8558
www.carlsbadca.gov
Plan Check No. CB \\0 t^D
Est. Value 7^,3/7
Plan Ck. Deposit
Date // SWPPP
JOBADDRESS
|L0T# I PHASE # I # OF UNITS
SUITE*/SPACE«/UNrT*
m 7^ I CONSTR. TV^E I OCCfGROtJp/ CT/PROJECT # # OF UNITS I # BEDROOMS # BATHROOMS TENANT BUSWffi^ NAME 7^ iCONSTg.
Cosh. ^G.^^^
DESCRIfmON OF WORK:/ocAiito Smiai« of AffiKtetf >lr«a(ii)
Ne«J t^tCfliP ow exi'snwe ouu'EsrtBUit eviuon'®.
EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE
YESQ# NOj I
AIR CONDITIONING
YES I INO I I
FIRE SPRINKLERS
YES I |N0| I
CONTAI APPLICANT NAME
ADDRESS ADDRESS
CITY STATE CITY STATE ZIP
FAX PHONE FAX
EMAIL EMAIL
PROPERTY nuiMi» MAMF
ADDRESS
CONTRACTOR BUS. NAME
ADDRESS
CITY - J ^ STATE
FAX
ZIP
q2J009
CITY STATE ZIP
PHONE PHONE FAX
EMAIL EMAIL
ARCH/DESIGNER NAME & ADDRESS STATE LIC. # CIT\r BUS. LIC.#
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to fiie a signed statement that he is licensed pursuant to the provisions of the Contractor's Ucense Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any appticantfor a permit subjects the appiicant to a civil penalty of not more than five hundred dollars ($500)).
WORKERS- COIVIPENSATIOIM
Wbikari' Compentatlon DedaraUon: / /lereby alKm under penalty of penury one of the following declarations: HI hive and will maintain i cartMcato of content to ttlf-taitura fbr wotters' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work fbr which this permit is issued.
I have and will maintain woilwit' compentatlon, as required by Section 3700 of the Labor Code, for the perfonnance of the work fbr whksh this pennit is Issued. My workers' compensatton insurance earner and poicy
number are: Insurance Co Polfcy No. ExpiraSon Date
Itiksectlon need not be completed if the permit is for one hundred ddas ($100) or less.
I I CtrtMcat* of Exemption: I certify that in Die perfonnance of the work fbr whfch this pemiit is issued, I shall not employ any peison in any manner so as fo become subject to the Wori«rs' Compensatton Laws of
Califomia WARNING: Failure to tecurt woriiara' comptntaHon coMnge It unlawful, and thail tubjict an employerto crimlnai penalUet and dvli flnet up to one liundrtd thoutand dollara (t100,000), in
addition to tht cott of compentatlon, damaget at pmvided fbr in Section 3706 of the Labor code, intarett and attomey't feet.
CONTRACTOR SIGNATURE • AGENT DATE
O W N ER-BU I LD ER DECLARATION
/ hereby affirm (hat / am exempt from Contractors Ucense IMI for the folowmg reason;
I I I, as owner of the pioperty or my emptoyees with wages as their sole compensatton, will do the work and the stmcture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
Lfcense Law does not apply to an owner of property who buikJs or improves thereon, and who does such work himself or through his own emptoyees, provided that such improvements are not intended or offered for
sale. If, however, the buikling or improvement is sold within one year of completton, the owner-buikler wHI have the burden of proving that he did not buikl or improve for the purpose of sato).
JA. I I, as owner of the property, am exckisively contracting with Ifcensed contractors to constnjct the project (Sec. 7044, Business and Professtons Code: The Contractor's License Law does not apply to an owner of
^ property who buikis or improves thereon, and contracts fbr such projects with contractor(s) Ifcensed pursuant to the Contractor's Ltoense Law).
I [ I am exempt under Sectton Business and Professtons Code fbr this reason:
1.1 personally pton to provide the msjor labor and materials fbr constructton of the proposed property improvement I lYes I Vio
2.1 (have / have not) signed an appltoatton fbr a buikling pemiit fbr the proposed work.
3.1 have contracted with the fbltowing person (fimi) to provide the proposed constnictton (include name address / phone / contractors' lfcense number):
41 plan to provkle porttons of the work, but I have hired the fbltowkig peison to coordinate, supervise and provkle the major woik (include name / address / phone / contractors' lfcense number):
5.1 will provkle some of the work, but I have contracted (hired) the foHowing persons to provkle the worit indfcated (include name / address / phone / type of work):
VSTPROPERTY OWNER SIGNATUI AGENT DATE
COMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILDING PERMITS ONLY
Is the applfcant or future buikling occupant required to submit a business plan, acutely hazardous materials reglstratton fonn or risk management and preventton program under Secttons 25505,25533 or 25534 of the
Prestey-Tanner Hazardous Substance Account Act? ^] Yes i INo
•YSS FINO araual
Isthefaciiity to be constmcted within 1,000 Ieet of the outer boundary of a school site? [ lYes ilNo
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 POUUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGENCY
I hereby affinn that there Is a construction lending agency fbr the perfonnance of ttie work this pennit is issued (Sec. 3097 (I) Civil Code).
Lender's Name Lender's Address
APPLICANT CERTIFICATION
I certify that I have read the applk»aan and state that the aboM Infonnation Is conect and ttiat ttte infomiafl^
I heretiy authorize representative of Ihe Cily of Cartsbad to enter upon the above menttoned pr^
AGAINST AU LIABILfTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CfTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMfT.
OSIHA An OSHA pemtt is required far excavaltons over S'O'deep and demoMton or omsliuclton of stni^^
EXPIRATION: Ei«ry permit Issued by the Buidiig Ollkial under the prmiston^
180 days from the date of such pemBtortf the buiding or wotlfailtiorized by such pe^
APPLICANT'S SIGNATU DATE
etnMCarMM
HMI ••llliig iMpacUtii
Dept: Building Engineering Planning CiVIWD St Lite Fire
Plan Check #:
Permit #:
Project Name:
Address:
Contact Person:
Sewer Dist:
CB110140
LA COSTA RESORT: CREATE NEW
1557 SF KiTCHEN IN CLUBHOUSE
2100 COSTA DEL IVIAR RD
Plione:
Water Dist:
Date:
Permit Type;
Sub Type:
Lot:
01/25/2012
Tl
COIVIM
Inspected
By:
Inspected
By:
Inspected
By:
Date
. Inspected: ^
Date
. Inspected:
Date
. Inspected:
^g^/g^ Approve
Approved:
Approved:.
Disapproved:
Disapproved:
Disapproved:
Connments:
City ofCarlsbad BIdg Inspection Request
For: 01/24/2012
Permit* CB110140 ,
Title: LA COSTA RESORT: CREATE NEW
Description: 1557 SF KITCHEN IN CLUBHOUSE
Inspector Assignment: PD
Type: Tl
Job Address:
Suite:
Location:
APPLICANT VICTOR SALCIDO
Owner:
Remarl<s:
Sub Type: COMM
2100 COSTA DEL MAR RD
Lot: 0
Phone: 7603104764
Inspectoii
Total Time:
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Requested By: KEVIN
Entered By: CHRISTINE
Act Comments
Com ments/Notices/Holds
Associated PCRs/CVs/SWPPPs Original PC#
Inspection Historv
Date Description Act Insp Comments
12/22/2011 92 Compliance Investigation AP PD TO KEEP PERMIT ACTIVE
09/01/2011 21 Underground/Under Fioor AP PD
EsGil Corporation
In Partnership •with government for (BuiCding Safety
DATE: 8/10/11 • APPLICANT
•(JURIST)'
JURISDICTION: City of Carlsbad • PLAN REVIEWER
• FILE
PLAN CHECK NO.: 11-0140 SET:V
PROJECT ADDRESS: 2100 Costa Del Mar
PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Kitchen - TI
3 The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
I I The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
I I The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
I I 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.
I I 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 EMAIL:
• REMARKS:
By: Doug Moody Enclosures:
EsGil Corporation
• GA • EJ • PC 8/2/11
9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576
EsGil Corporation
In (Partnership •with government for (BuiUing Safety
DATE: 7/21/11 • APPLICANT
"^njRisTj)
JURISDICTION: City of Carlsbad •>E7^FrREVIEWER
• FILE
PLAN CHECK NO.: 11-0140 SET: IV
PROJECT ADDRESS: 2100 Costa Del Mar
PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Kitchen - TI
r~l The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
I I The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
XI The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
3 The applicant's copy of the check list has been sent to:
McCabe Architecture / Victor Salcido
2011-B San Elijo Ave, Cardiff, CA 92007
I I Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Victor Salcido Telephone #: 760-815-1459
Date contacted: ^ (T-Wtj (by: ^t^) Fax #:
^ Mail ^ Telephone Fax In Person EMAIL: vsalcido@mccabearch.com
n REMARKS:
By: Doug Moody Enclosures:
EsGil Corporation
• GA • EJ • PC 7/14/11
9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576
City of Carlsbad 11-0140
7/21/11
Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
Tiiese corrections are In response to items not fuiiy addressed or as tlie
result of Information provided, the text in bold underlined print indicates
the unresolved issue. The resubmitted plans now show the Installation of a
service elevator and relocation of exterior stairs and new stairs added in
the kitchen area.
Please provide complete plans and calculations signed by the California State
licensed engineer or architect for the structural design of the new elevator and
relocated stairs. Include all calculations and finding on the plans. Please
include the California license number, seal, date of license expiration and date
plans are signed. Business and Professions Code. No calculations were
provided therefore no review of these features can be preformed. I HAVE
STILL NOT RECEIVED ANY INFORMATION (STRUCTURAL OR LISTING AND
INSTALLATION) FOR THE NEW ELEVATOR. PLEASE PROVIDE COMPLETE
PLANS AND DETAILS AND CALCULATIONS FOR THE FOUNDATION.
OPENING IN THE EXISTING FLOOR FOR THE NEW ELEVATOR.
Please clearly indicate all structural changes to the building. Provide complete
structural details on the plans with cross referencing as needed to show the
structural framing will comply with the design calculations and building code
requirements. Section 107.2. It appears a new set of stairs is being added?
Please provide complete structural plans and calculations. Please provide a
sheet bv sheet description of all changes to the plans that have been added
since the first submittal. All changes shall be clouded and a delta added to
the changes so thev mav be reviewed. IT IS STILL UNCLEAR AS TO ALL OF
THE CHANGES THAT WERE ADDED TO THE SCOPE.
City of Carlsbad 11-0140
7/21/11
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes • No •
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation. Thank you.
• AEELIGANT
,JURIS>.
• PLAN REVIEWER
• FILE
EsGil Corporation
In Partnership •with government for (BuiCtfing Safety
DATE: 6/28/11
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 11-0140 SET: III
PROJECT ADDRESS: 2100 Costa Del IVIar
PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Kitchen - TI
I I The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
I I The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
I I The plans transmitted herewith have siignificant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
3 The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
I I The applicant's copy of the check list |s enclosed for the jurisdiction to forward to the applicant
contact person.
^ The applicant's copy of the check list pas been sent to:
McCabe Architecture / Victor Salcido
2011-B San Elijo Ave, Cardiff, CA 92007
I I Esgil Corporation staff did not advise the applicant that the plan check has been completed.
1X1 Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Victor Salcido I Telephone #: 760-815-1459
Date contacted: t/f^e/ff (by: P-) Fax #:
6Mail-/Telephone Fax In Person EMAIL: vsalcido@mccabearch.com
• REMARKS:
By: Doug Moody
EsGil Corporation
• GA • EJ • PC
Enclosures:
6/21/11
9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576
City of Carlsbad 11-0140
6/28/11
Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
These corrections are in response to items not fully addressed or as the
result of information provided, the text in bold underlined print indicates
the unresolved issue. The resubmitted plans now show the installation of a
service elevator and relocation of exterior stairs and new stairs added in
the kitchen area. The following items are the result of the new scope of
work in addition to items from the previous comments that were not
addressed.
*> Plans and calculations shall be signed by the California state licensed
engineer or architect where there are structural changes to existing buildings
or structural additions. Please include the California license number, seal and
date plans are signed. California Business and Professions Code. Plans must
be signed.
<* Please provide complete plans and calculations signed by the California State
licensed engineer or architect for the structural design of the new elevator and
relocated stairs. Include all calculations and finding on the plans. Please
include the California license number, seat, date of license expiration and date
plans are signed. Business and Professions Code. No calculations were
provided therefore no review of these features can be preformed.
*> Please clearly indicate all structural changes to the building. Provide complete
structural details on the plans with cross referencing as needed to show the
structural framing will comply with the design calculations and building code
requirements. Section 107.2. It appears a new set of stairs is being added?
Please provide complete structural plans and calculations. Please provide a
sheet bv sheet description of all changes to the plans that have been added
since the first submittal. All changes shall be clouded and a delta added to
the changes so thev mav be reviewed.
City of Carlsbad 11-0140
6/28/11
<* Provide a new construction cost estimate for the new scope of work. The
scope of work has significantiv increased. Please provide a cost estimate for
the new scope of work.
I. Each sheet of the plans must be signed by the person responsible for their
preparation, even though there are no structural changes. Business and
Professions Code. Plans must be signed.
6. Please correct the plans to show the exhaust duct to be in a separate duct shaft.
The supply and exhaust ducts can not share the rated shaft. Clarify the detail to
show the existing wall to be 1 hour fire resistive construction UMC 510.7.6. The
duct shaft plans and details are still not code compliant and inconsistent
with the floor plans. Please correct.
• A duct shaft is required in all multistory buildings and in 1 story
buildings with rated roof/ceiling assemblies. Provide a shaft design
complying with UMC 510.7.2 and 510.7.3 on the plans, (show clearance
to combustibles)
• Show the required cleanouts for the grease duct: At changes in
direction and
• Horizontal ducts require at least one 20 X 20" opening for personnel
entry.
• Vertical ducts require an access at the top or, if personnel entry is not
possible, a cleanout at each floor level.
• Detail the kitchen hood duct termination clearances as per UMC 510.8.
II. Please have the document author and the principle designer of the LTG-1-C
form sign the imprinted document. Documents still not signed.
The revisions to the plumbing svstem for the installation of the new grease
interceptor and changes to the water and gas has resulted in the following
comments
• Please revise the grease waste plans to show the floor drain directiv in
front of the frvers to be on the grease waste svstem.
• Please indicate whv the mop sink is not on the grease waste svstem.
• Please indicate the gas demand for the future loads (new pool eguipment.
fire places etc.) and other future demands?
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
City of Carlsbad 11-0140
6/28/11
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes • No •
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation. Thank you.
EsGil Corporation
In (Partnership •with government for <SuiCding Safety
DATE: 4/26/11 O-APPUCANT
C!a JURIS^
JURISDICTION: City of Carlsbad • PLAN REVIEWER
• FILE
PLAN CHECK NO.: 11-0140 SET: II
PROJECT ADDRESS: 2100 Costa Del Mar
PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Kitchen - TI
I I The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
I I The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
^ The applicant's copy of the check list has been sent to:
McCabe Architecture / Victor Salcido
2051 San Elijo Ave, Cardiff, CA 92007
I I Esgil Corporation staff did not advise the applicant that the plan check has been completed.
IXI Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Victor Salcido Telephone #: 760-815-1459
Date contacted:'W^i / (b^^^) Fax #:
^jyiail v^elephone -^^V EMAIL: vsalcido@mccabearch.com
• REMARKS: ^^^^
By: Doug Moody Enclosures:
EsGil Corporation
• GA • EJ • PC 4/19/11
9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576
City of Carlsbad 11-0140
4/26/11
Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
These corrections are in response to items not fully addressed or as the
result of information provided, the text in bold print indicates the
unresolved issue. The resubmitted plans now show the installation of a
service elevator and relocation of exterior stairs. The following items are
the result of the new scope of work In addition to items from the previous
comments that were not addressed.
Plans and calculations shall be signed by the California state licensed
engineer or architect where there are structural changes to existing buildings
or structural additions. Please include the California license number, seal and
date plans are signed. California Business and Professions Code.
Please provide complete plans and calculations signed by the California State
licensed engineer or architect for the structural design of the new elevator and
relocated stairs. Include all calculations and finding on the plans. Please
include the California license number, seal, date of license expiration and date
plans are signed. Business and Professions Code.
Please clearly indicate all structural changes to the building. Provide complete
structural details on the plans with cross referencing as needed to show the
structural framing will comply with the design calculations and buiiding code
requirements. Section 107.2.
On the cover sheet of the plans, specify any items requiring special
inspection, in a format similar to that shown below. Section 106.3.2.
City of Carlsbad 11-0140
4/26/11
• REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the following checked items will also
require Special Inspection in accordance with Sec. 1701 ofthe Uniform
Building Code.
ITEM REQUIRED? REMARKS
• FIELD WELDING
*> Provide complete electrical plans for the new elevator.
*> Provide a new construction cost estimate for the new scope of work.
*> Stair treads shall be no less than 11" deep, measured from riser to riser.
Section 1133B.4.5.3. This applies even if basic UBC provisions may allow a
narrower tread. Show the rise of the stairs.
<* Guards (Section 1013):
a) Shall be installed at open and glazed sides of stairways, landings
and ramps located more than 30" above the floor or grade below.
b) Shall be installed at balconies or porches more than 30" above grade
or floor below.
c) Shall have a height of 42". This Includes the open side of a stair.
d) Shall be detailed showing adequacy of connections to resist the
horizontal force prescribed in Section 1607.7.
e) Openings between railings shall be less than 4". The triangular
openings formed by the riser, tread and bottom element of a
guardrail at a stair shall be less than 6". Note: In California, the IBC
provision for a 4.375" sphere (above 36") was removed from the
code for all occupancies.
1. Each sheet of the plans must be signed by the person responsible for their
preparation, even though there are no structural changes. Business and
Professions Code. Plans must be signed.
6. Please correct the plans to show the exhaust duct to be in a separate duct shaft.
The supply and exhaust ducts can not share the rated shaft. Clarify the detail to
show the existing wall to be 1 hour fire resistive construction UMC 510.7.6.
• A duct shaft is required in all multistory buildings and in 1 story
buildings with rated roof/ceiling assemblies. Provide a shaft design
complying with UMC 510.7.2 and 510.7.3 on the plans, (show clearance
to combustibles)
• Show the required cleanouts for the grease duct: At changes in
direction and
City of Carlsbad 11-0140
4/26/11
• Horizontal ducts require at least one 20 X 20" opening for personnel
entry.
• Vertical ducts require an access at the top or, if personnel entry is not
possible, a cleanout at each floor level.
• Detail the kitchen hood duct termination clearances as per UMC 510.8.
11. Please have the document author and the principle designer of the LTG-1 -C
form sign the imprinted document. Documents still not signed.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes • No •
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation. Thank you.
EsGil Corporation
In (Fartnership with government for (BuiUing Safety
DATE: 1/28/11 •JJzpyCANT
JURISDICTION: City of Carlsbad • PLAN REVIEWER
• FILE
PLAN CHECK NO.: 11-0140 SET: I
PROJECT ADDRESS: 2100 Costa Del Mar
PROJECT NAME: La Costa Resort & Spa Clubhouse Adult Pool Kitchen - TI
I I The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
I I The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
^ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
I ] The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant
contact person.
XI The applicant's copy of the check list has been sent to:
McCabe Architecture / Victor Salcido
2051 San Elijo Ave, Cardiff, CA 92007
I I Esgil Corporation staff did not advise the applicant that the plan check has been completed.
IX Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted:. Victor Salcido Telephone #: 760-815-1459
Date contacted:'< V/^^ (fci^^) Fax #: . (
^e\ep}noneV Fax In Person f/VyX^uJ' ^5 ^l^O\ d 0 ^
• REMARKS: \v\CCO^y^^^
By: Doug Moody Enclosures: « CX* rvA
EsGil Corporation
• GA • EJ • PC .1/21/11
9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576
City of Carlsbad 11-0140
1/28/11
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.: 11-0140 JURISDICTION: City ofCarlsbad
OCCUPANCY: A3/A2/B USE: Kitchen
TYPE OF CONSTRUCTION: IIB ACTUALAREA: 1557sf
ALLOWABLE FLOOR AREA: STORIES: 1
HEIGHT:
SPRINKLERS?: YES OCCUPANT LOAD: 7
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 1/19/11
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 1/21/11
DATE INITIAL PLAN REVIEW
COMPLETED: 1/28/11
PLAN REVIEWER: Doug Moody
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the International Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state
laws regulating energy conservation, noise attenuation and access for the disabled. This plan
review is based on regulations enforced by the Building Department. You may have other
corrections based on laws and ordinances enforced by the Planning Department, Engineering
Department, Fire Department or other departments. Clearance from those departments may be
required prior to the issuance of a building permit.
Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of
the 2009 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copv) where each
correction item has been addressed, i.e.. plan sheet number, specification section, etc.
Be sure to enclose the marked up list when vou submit the revised plans.
City of Carlsbad 11-0140
1/28/11
Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
1. Each sheet of the plans must be signed by the person responsible for their
preparation, even though there are no structural changes. Business and
Professions Code.
2. Please provide a statement on the Title Sheet of the plans to show compliance
with the current Codes. The following are the correct current Codes:
a) The 2010 edition of the California Building Code (CBC) adopts the 2009
International Building Code (IBC) and the 2010 California Amendments.
b) The 2010 edition of the California Electrical Code (CEC) adopts the 2005
National Electrical Code (NEC) and the 2008 California Amendments.
c) The 2010 edition of the California Mechanical Code (CMC) adopts the
2006 Uniform Mechanical Code (UMC) and the 2009 California
Amendments.
d) The 2010 edition of the California Plumbing Code (CPC) adopts the 2006
Uniform Plumbing Code (UPC) and the 2009 California Amendments.
e) The 2010 edition of the California Fire Code (CFC) adopts the 2009
Uniform Fire Code (UFC) and the 2007 California Amendments.
f) The 2008 edition of the California Energy Efficiency Standards.
3. Provide evidence of Health Department approval (for restaurants), where
regulated by the local Health Department.
4. Please provide notes on the plans to show the suspended ceilings in Seismic
Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as
follows:
a) All ceilings shall use a Heavy Duty T-bar grid system.
City of Carlsbad 11-0140
1/28/11
b) The width of the perimeter supporting closure angle shall be not less than
2 inches.
c) In each orthogonal horizontal direction, one end ofthe ceiling grid shall be
attached to the closure angle.
d) The other end in each horizontal direction shall have a VA" clearance from
the wall and shall rest upon and be free to slide on a closure angle or a
listed assembly.
e) Ceilings without rigid bracing must have 2" oversize trim rings for
sprinklers and other ceiling penetrations.
5. Please clarify the plans was there a rated exit corridor were the hallway is now
shown?
6. Please correct the plans to show the exhaust duct to be in a separate duct shaft.
The supply and exhaust ducts can not share the rated shaft. Clarify the detail to
show the existing wall to be 1 hour fire resistive construction UMC 510.7.6.
7. Please clarify the plans to show the mechanical plans and architectural plans to
be consistent. Show the correct duct path, exhaust duct protect from the hood to
the fan discharge.
8. Please review the requirements, revise the plans appropriately and imprint on
the plans the City of Carlsbad Policies and Procedures for Roof Mounted
Equipment to the plans.
9. Please revise the single line diagram to show the grounding of the new
transformer to be per section 250-30 A (4) of the NEC.
10. Please note in the general wiring notes on the plans "AC Cable is not allowed in
A, B, E, H, F, M, S and I occupancies. NM cable is restricted (without City
approval) to one and two family dwellings. Note on plans that an equipment
ground conductor is to be installed in all flexible conduits".
11. Please have the document author and the principle designer of the LTG-1-C
form sign the imprinted document.
12. Please have the principle designer check the appropriate box(s) and complete
the Statement of Compliance System Acceptance section ofthe LTG-1-C part 4
of 4 documents.
Note : When alterations, structural repairs or modifications or additions are made to an
existing building, that building, or portion ofthe building affected, is required to comply
with all of the requirements for new buildings, per Section 1134B.2. These requirements
apply as follows:
a) A primary entrance to the building and the primarv path of travel to the
altered area, must be shown to comply with all accessibility features.
City of Carlsbad 11-0140
1/28/11
b) Existing sanitary facilities that serve the remodeled area must be shown to
comply with all accessibility features.
13. Show on the site plan the complying disabled accessible path of travel from the
disabled accessible parking spaces to the primary entrance of the tenant space.
Please provide detailed plans ofthe path of travel, indicate slope and width, any
pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking
stall details etc.
14. It is unclear from the plans if the restrooms servicing the tenant improvement are
disabled accessible, please provide a dimensioned restroom plans showing the
restroom to be accessible compliant.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes • No •
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation. Thank you.
City of Carlsbad 11-0140
.F/28yil
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 11-0140
PREPARED BY: Doug Moody DATE: 1/28/11
BUILDING ADDRESS: 2100 Costa Del Mar
BUILDING OCCUPANCY: A3/ A2/ B TYPE OF CONSTRUCTION: IIB
BUILDING
PORTION
AREA
( Sq. Ft.)
Valuation
Multiplier
Reg,
Mod.
VALUE ($)
Tl 1557 34.37 53,514
Air Conditioning
Fire Sprinklers
TOTAL VALUE 53,514
Jurisdiction Code cb By Ordinance
BIdg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review:
I I Repetitive Fee
Repeats
IZI Complete Review
• Other
j—I Hourly
EsGil Fee
• Structural Only
Hr. @
$436.63
$283.81
$244.51
Comments:
Sheet 1 of 1
macvalue.doc +
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER DATE
ADDRESS Q-fllD
RESIDENTIAL TENANT IMPROVEMENT
RESIDENTIAL ADDITION MINOR
« $17,000.00)
SOLAR PANELS
PLAZA CAMINO REAL
PREMIER OUTLETS
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER
ENGINEER
DATE
DATE /
Docs/Mlsforms/Planning Engineering Approvals
^ CITY OF
CARLSBAD
STORM WATER
COMPLIANCE
ASSESSMENT
B-24
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
am applying to the City of Carisbad for the following type(s) of construction permit:
^ Building Permit • Right-of-Way Pemiit
• My project is categorically EXEMPT from
the requirement to prepare a stomi water
pollution prevention plan (SWPPP) because it
only requires issuance of one or more of the
following permit types:
Electrical
Fire Additional
Fire Alarm
Fixed Systems
Mechanical
Mobile Home
Plumbing
Patio/Deck
Re-Roofing
Sign
Spa-Factory
Sprinkler
Water Discharge
Project Storm Water Threat Assessment Criteria*
No nnatAssBssmant Criteria
My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollutnn preventkin plan (SWPPP) because
^ it meets the "no threaf assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier
Level. My project does not meet any of the High, Moderate or Low Threat criteria described below.
Trnrl - Low Threat Assessment Criteria
• My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt pennit type (See list sbove) and the project
meets one or more of the foilowing criteria:
• Results in some soil disturtiance; and/or
• Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling).
Tierl - Moderate Threat Assessment Criteria
• My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the foitowing criteria:
• Project requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 of the Carisbad Munk^pal Code); or,
• Project win result in 2,500 square feet or more of soils disturbance including any associated constructton staging, stockpiling, pavement
removal, equipment storage, refueling and maintenance areas and project meets one or more of the addlttonal foitowing criteria:
• Located within 200 feet of an environnmntaUy sensitive area or the Pacific Ocean, and/or
• Disturiied area is tocated on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or
• Disturiied area is tocated along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or
• Constructton will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30).
Tiers • Significant Threat Assessment Criteria
• My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any
associated constructton staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or
• My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any
associated construction staging, equipment storage, refueling and maintenance areas: or,
• My project is tocated inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant
potential for contributing pollutants to nearby receiving waters by way of stomi water ainoff or non-stonn water discharge(s).
f certify to 0ie best of my knowledge diet the above
checked statements are true and correct I understand
and acknowledge that even thougli this project does
not require preparadon of a constructton SWPP, I must
sttll adhere to, and at all thnes (hiring constructton
acttYhtes for ttie permh type(s) check above compfy
with the storm water best management practices
pursuant to THIe 15 ofthe Carkbad Afun/c/pa/ Code
and to Cify Standards.
The City Engineer may authorize minor variances from the Storm
Water Threat Assessment Criteria in special circumstances where it
can be shown that a lesser or higher Constiuction SWPPP Tier Level is
wan^nted.
Project Address: Assessor Parcei No.
B-24 Page 1 of 1 Rev.03/09
^ CITY OF
CARLSBAD
CONSTRUCTION THREAT
ASSESSMENT WORKSHEET FOR
DETERMINATION OF PROJECT'S
PERCEIVED THREAT TO
STORM WATER QUALITY
E-33
Development Services
Land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
Construction
SWPPP Tier
Level
Construction Threat Assessment Criteria*
Perceived
Threat to
Storm Water
Quality
Tiers
Tier 3 - Hiah Construction Threat Assessment Criteria
O Project site is 50 acres or more and grading will occur during the rainy season
• Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda
Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or
discharges directly to an ESA
• Soil at site is moderately to highly erosive (defined as having a predominance of soils with
USDA-NRCS Erosion Actors kf greater than or equal to 0.4)
• Site slope is 5 to 1 or steeper
• Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1
through April 30).
• Owner/contractor received a Storm Water Notice of Violation within past two years
High
Tiers
Tier 3 - Medium Construction Threat Assessment Criteria Medium
Tiers
• All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium
Tier 2
Tier 2 Hiah Construction Threat Assessment Criteria
• Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or
within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA
• Soil at site is moderately to highly erosive (defined as having a predominance of soils with
USDA-NRCS Erosion fectors kf greater than or equal to 0.4)
• Site slope is 5 to 1 or steeper
• Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1
through April 30).
• Owner/contractor received a Storm Water Notice of Violation within past two years
• Site results in one half acre or more of soil disturbance
High
Tier 2
Tier 2 - Medium Construction Threat Assessment Criteria Medium
Tier 2
• All projects not meeting Tier 2 High Construction Threat Assessment Criteria Medium
Tierl
Tier 1 - Medium Inspection Threat Assessment Criteria
Medium
Tierl
• . Project Is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or
directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA
• Soil at site is moderately to highly erosive (defined as having a predominance of soils with
USDA-NRCS Erosion Actors kf greater than or equal to 0.4)
• Site slope is 5 to 1 or steeper
• Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1
through April 30).
• Owner/contractor received a Storm Water Notice of Violation within past two years
• Site results in one half acre or more of soil disturbance
Medium
Tierl
Tier 1 - Low Inspection Threat Assessment Criteria Low
Tierl
• All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria Low
Exempt - Not Applicable -Exempt
*The city engineer may authorize minor variances from the constnjction threat assessment criteria in special circumstances
where it can be shown that a lesser or higher amount of stonn water compliance inspection is warranted in the opinion of
the city engineer
E-33 Page 1 of 1 REV 4/30/10
^ STORM WATER
STANDARDS
CARLSBAD E:34
Development Services
Engineering Department
^ CITY OF QUESTIONNAIRE I635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
INSTRUCTIONS:
To address post-development pollutants that may be generated from development projects, the City requires that new
development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management
Practices (BMP's) into the project design per the City's Standard Urban Stonnwater Management Plan (SUSMP).
Initially this questionnaire must be completed by the applicant in advance of submitting for a development application
(subdivision, discretionary pennits and/or construction permits). The results of the questionnaire determine the level of
stonn water standards that must be applied to a proposed development or redevelopment project. Depending on the
outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional criteria
called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the
stonn water standards applied to a project.
Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and
impacts. City staff has responsibility for making the final assessment after submission of the development application.
If staff detennines that the questionnaire was incorrectly filled out and is subject to more stringent storm water
standards than initially assessed by the applicant, this will result in the return of the development application as
incomplete. In this case, please make the changes to the questionnaire and resubmit to the City.
If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of
the questions, they are advised to seek assistance from Land Development Engineering staff.
A separate completed and signed questionnaire must be submitted for each new development application submission.
Only one completed and signed questionnaire is required when multiple development applications for the same project
are submitted concuaently. In addition to this questionnaire, applicants for construction permits must also complete,
sign and submit a Project Threat Assessment Form to address construction aspects of the project.
Please answer the questions t)elow, follow the instructions and sign the form at the end.
1. Is your project a significant redevelopment?
DEFINiTION:
Significant redevelopment is defined as the creation, addition or replacement of at least 5,000 square feet of
impervious surface on an already existing developed site.
Significant redevelopment includes, but is not limited to: the expansion of a building footprint; addition to or
replacement of a structure; structural development including an increase in gross floor area and/or exterior
construction remodeling; replacement of an impervious surface that is not part of a routine maintenance activity; and
land disturbing activities related with structural or impervious surfaces. Replacement of impervious surfaces includes
any activity that is not part of a routine maintenance activity where impervious material(s) are removed, exposing
underlying soil during construction.
If your project iS considered significant redevelopment, then please skip Section 1 and proceed with Section 2.
If your project IS NOT considered significant redevelopment, then please proceed to Section 1.
E-34 Paget of3 REV3/23/10
^ CITY OF
CARLSBAD
STORM WATER
STANDARDS
QUESTIONNAIRE
E-34
Development Services
Engineering Department
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
SECTION 1 NEW DEVELOPMENT
PRIORITY PROJECT TYPE
Does you project meet one or more of the following criteria: YES NO
1. Housina subdivisions of 10 or more dwellina units. Examples: sinale familv homes, multi-familv homes,
condominium and apartments
2. Commercial- areater than 1-acre. Anv develooment other than heaw industrv or residential. Examoles: hosoitals:
laboratories and other medical fecilities; educational institutions; recreational facilities; municipal facilities; commercial
nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls;
hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities.
3. Heavy Industrial / Industrv- oreater than 1 acre. Examoles: manufacturina olants. food orocessino olants. metal
wortcing fectlities, printing plants, and fleet storage areas (bus, truck, etc.).
4. Automotive reoalr shoo. A fecilitv cateaorized in anv one of Standard Industrial Classification (S\C) codes 5013.
5014, 5541, 7532-7534, and 7536-7539
5. Restaurant. Anv fecilitv that sells oreoared foods and drinks for consumotion. inciudina stationarv lunch counters
and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the
land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000
square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria
requirements and hydromodification requirements. f
6. Hillside devekjontent Anv develooment that creates 5.000 sauare feet of imoervious surface and is located in an
area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five
percent (25%) or greater.
7. Envlronmentallv Smsltlve Area (ESA)\ All develooment located within or directiv adiacent^ to or discharaina
directly^ to an ESA (where discharges from the development or redevelopment will enter receiving waters within the
ESA), which either creates 2,500 square feet of impervious surfece on a proposed project site or increases the area
of imperviousness of a proposed project site to 10% or more of its naturally occumng condition.
8. Parkina lot Area of 5.000 sauare feet or more, or with 15 or more oarkina soaces. and ootentialiv exoosed to urban
runoff
9. Streets, roads, hiahwavs. and hvewavs. Anv oaved surfece that is 5.000 sauare feet or areater used for the
transportatton of automobiles, trucks, motorcycles, and other vehicles
f
10. Retail Gasoline Outlets. Servino more than 100 vehicles oer dav and areater than 5.000 sauare feet
11. Coastal Develooment Zone. Anv oroiect located within 200 feet of the Pacific Ocean and (1) creates more than
2500 square feet of impermeable surfece or (2) increases impermeable surface on property by more than 10%.
12. Mors than 1-acre af disturbance. Proiect results in the disturbance of more than 1-acre or more of land and is
considered a Pollutant-generating Development Project^.
1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special
Biological Signiticance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendnients); water bodies
designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments);
areas designated as presen/es or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent
environmentally sensitive areas which have been identified by the Copermittees.
2 'Directly adjacent* means situated within 200 feet of the Environmentally Sensitive Area.
3 'Discharging directly to' means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and
not commingled with flow from adjacent lands.
4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than bacl^ground levels. In general, these include all projects
that contribute to an exceedance to an impaired water body or which create new impervious suifeces greater than SOOO square feet and/or intrxxluce new landscaping
areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are fbr infrequent vehicle use, such as emergency or maintenance
access, or fbr pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pen/ious surfaces or if they sheet flow to
surrounding pervious surfaces.
Section 1 Results:
.If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the
"meets PRIORITY DEVELOPMENT PROJECT requirements' box in Section 3. A Stomn Water Management Plan, prepared in accordance with City
Storm Water Standards, must be submitted at time of application.
If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does
not meet PDP requirements' box In Section 3.
E-34 Page 2 of 3 REV 3/23/10
^ CITY
CARLSBAD
O F
STORM WATER
STANDARDS
QUESTIONNAIRE
E-34
Development Services
Engineering Department
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
SECTION 2 SIGNiFiCANT REDEVELOPMENT
Complete the questions below regarding your redevelopment project: YES NO
1. Project results in the disturtsance of more than 1 -acre or more of land and is considered a Pollutant-generating
Development Project (see definition in Section 1).
if you answered NO, please proceed to question 2.
If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT
requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below.
2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1)
If you answered YES, please proceed to question 3.
If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER
REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below.
3. is the project solely limited to just one of the following:
a. Trenching and resurfacing associated with utility wori<?
b. Resurfacing and reconfiguring existing surface parking lots?
c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads?
d. Replacement of existing damaged pavement?
If you answered NO to ALL ofthe questions, then proceed to question 4.
If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard
Stormwater Requirements. Ptease check the "does not meet PDP requirements" box in Section 3 t)eiow.
Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfeces on an existing
development or, be located within 200 felet ofthe Pacific Ocean and (l)create more than 2500 square feet of
impenmeable surface or (2) increases impermeable surface on the property by more than 10%?
If you ansvrared YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirement!
Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below.
If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER
REQUIREMENTS. Ptease check the "does not meet PDP requirements" box in Section 3 beiow.
SECTION 3
Questionnaire Results:
• My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria
per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application.
My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the
SUSMP.
Applicant Infonnation and Signature Box
Addrsss' Assessor's Parcel Number(s):
APDlicant NameLi Applicant Titte:
Applicant Signatu e: Date:
rws Box torf^Use Only
City Concunei
By:
YI NO
(JU
Date:
Project ID: 4^
E-34 Page 3 of 3 REV 3/23/10
City of Carlsbad
PLANNING/ENGINEERING APPROVAL
PERMIT NUMBER CB 11-140 DATE January 21. 2011
ADDRESS 1200 COSTA DEL MAR
RESIDENTIAL ADDITION-
MINOR (<17,000.00)
RETAINING WALL
VILLAGE FAIRE
POOUSPA
TENANT IMPROVEMENT
COMPLETE OFFICE BUILDING
OTHER INTERIOR Tl - SERVICE KITCHEN IN LA COSTA RESORT
AND SPA 91557 SQ FT OF EXISTING CLUBHOUSE BLDG
PLANNER VAN LYNCH
2011
DATE January 21.
ENGINEER DATE
H:\ADHIN\COUNTHl/PUNNINC/ENCINEERINC APPROVALS
Carlsbad Fire Department
Plan Review Requirements Category: TI, COMM
Date of Report: 07-28-2011 Reviewed by:
Name:
Address:
VICTOR SALCIDO
2051 SAN ELIJO AVE
CARDIFF
CA
92007
Pennit #: CBl 10140
Job Name: LA COSTA RESORT: CREATE NEW
Job Address: 2100 COSTA DEL MAR RD CBAD
•\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/V
/\yv/v/\x\/.\y\/\/\/\/v/\/\/\/\/\/\/\/\/\/\/\y
Conditions;
Cond: CON0004778
[MET]
** CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED:
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: 07/25/2011 By: GR Action: AP Field Verifiable item: H «& D FFP is by others.
Conditional Recommendation for Approval Page: 1 of 4
OVER THE COUNTER CONDITIONS FOR APPROVAL
Address All Remaining Comments in Blue & Highlighted in Yellow
Sign All sheets BLDG, DEPT COPY
Daryl K. James & Associates, Inc. Rechecked by: Darvl James
205 Colina Terrace Date: Julv 23. 2011
Vista, CA 92084
760-724-7001 l(itfire@sbcglobal.net
Applicant Responses in Red
Remaining Comments in Blue & Highlighted in Yellow
APPLICANT: Victor Salcido, vsalcido@mccabearch.com JURISDICTION: Carlsbad Fire Department
PROJECT NAME: New Kitclien/ (E) Clubhouse PROJECT ADDRESS: 2100 Costa Del Mar Rd.
PROJECT DESCRIPTION: CB110140 1,557.sf Ti.
Please email Esgil's comments to kitfire@sbcgiobal.net and call Daryl K. James at 760-724-7001 to
discuss remaining comments in blue in order to expedite the approval process.
Tl
Building Information
Revise Occupancy Groups to include all existing occupancies such as;
M-Retail, S-2-Qolf Cart Storage, E Daycare
Revise applicable codes and standards Updated Title sheet. Revise adopted codes (See below)
2010 APPLICABLE CODES
2010 California Building Code based on the 2009 International Building Code
2010 California Fire Code based on the 2009 International Fire Code
2010 California Electrical Code based on the 2008 National Electrical Code
2010 California Mechanical Code ... based on the 2009 Uniform Mechanical Code
2010 California Plumbing Code based on the 2009 Uniform Plumbing Code
2010 California Energy Code
Response: Already complied see sheet M1.1 Revise Applicable codes on M1
Applicable Standards Added to title sheet
2010 NFPA 13 Deferred fire sprinkler design
2010 NFPA 72 Deferred fire alarm design
Add Applicable Standard listed under 2010 CFC 904.11 Deferred commercial Cooking fire-
extinguishing system.
Deferred Submittals
List all deferred submittal items. Added deferred submittals list on the Applicable Standards.
Add Ansul R102 system to the list of deferred submittals. Provide Ansul R102 installation manual.
General Notes Revised notes
VNote 14 and 30: Reference applicable codes to CBC not UBC.
Note 26: Revise code section. See 2010 CBC.
Exiting
VNote 4: Exit signs; refer to CBC not to UBC. Revised
VNote 5: Add note to state, In case of power loss, illuminated exit signs shall be connected to an
emergency power system to ensure continued illumination for duration of 90 minutes. Revised
VNote 6: Reference applicable codes to CBC not UBC. Revised
Page: 2 of 4
VNote 7: Add a door note that identifies the main exit This is the onlv door in the means of egress that
maybe equipped with a keyed locking device and a sign above the door. All doors in the means of egress
other than the main exit, shall be readily open able from the egress side without the use of a key or
special knowledge or effort in compliance with 1008.1.8. Address compliance with 1008.1.8 on the floor
plan and on the door schedule. The sign above the 2"" exit indicates that there Is a locking device that
can impede egress from that door
Materials and Finishes
VNote 9: Reference applicable codes to CBC not UBC. Revised
HVAC & Plumbing
VNote 1 and 5: Reference to CBC and City of Carlsbad. Remove all references to other jurisdictions.
VNote 6: Reference applicable codes to CBC not UBC. Revised, see also see sheet Ml.3
Fire Protection
VNotel: Remove reference to City of Encinitas Revised
VNote 2: Add note to state deferred approval item. Added Deferred Submittals list in Applicable
Standards on sheet TS
VNote 3A: Provide reference current applicable codes. Revised.
VNote 3B: Add note to state, provide type "K" fire extinguisher in kitchen area within 30' travel distance.
Added note
VNote 4: Reference applicable codes to CBC not UBC. Revised.
VNote 5: Revise note to state the following; ducts with cumulative air supply in excess of 2000 CFM shall
be equipped with smoke detectors. Duct smoke detectors shall be interlocked with fire alarm system.
VProvide the following note: Provide fire protection during construction according to the requirements of
VCFC 2010, Chapter 14. Revised.
VNote 9: Reference applicable codes to CBC not UBC. Revised.
VNote 6,10 and 12: Remove note if not applicable. Removed notes.
VNote 18: Provide current applicable codes and standards. Revised.
VNote 19: Revise note to state plans for fire sprinkler layout modification for this project shall be submitted
to the fire department for review and approval prior to installation. Revised.
VNote 20: Remove if not applicable. Removed notes.
VNote 21: Remove note. Removed.
Misc.
Revise Notes 3,4 & 5 Provide correct sections of 2010 CFC. Revised note.
VDenote any penetrations through rated partitions.
VDenote occupancy classification of adjacent-offices B, Daycare-E, below Retail-M and above Fitness
center A-3 also refer to permit CB#110948. CBl 10948 is limited to renovation of lobby lounge deck
extensions, new ramp, modify exiting plan of clubhouse.
VPIease verify adjacent occupancy groups including daycare. Revise Retail to Group M. Denote required
occupancy separations between daycare and kitchen and offices. (Include rated walls under Wall
Schedule with a reference to wall details. Rated wall details to include listed design numbers, ICC Report
or reference to Item Number in CBC Table 720.1(2).
Storage room - Show construction capable of resisting the passage of smoke for the incidental storage
area in accordance with the requirements of CBC 508.2.5.2.
VDenote penetrations of any rated assemblies if applicable and provide details and listings for fire and
smoke protection.
VDenote location and mounting height of 2A10BC fire extinguishers on plans with spacing not to exceed
75' max. See LEGEND
Vlf applicable, fire extinguisher cabinets in rated walls shall be rated with listings. N/A
VDenote location and mounting height of type "k" fire extinguishers on plans with spacing not to exceed
30' max. See LEGEND.
Show location and mounting height of "Pull Station" within 5'-0" from exit door. See LEGEND.
VPUII station shall not be more than 20 feet from hood. Deferred Submittal
VSpecify kitchen hood type. See keynote #12
Page: 3 of 4
VDoor number 4 is shown to be 1-HR rated in hallway. Revise hallway to corridor. If corridor is rated
indicate rating and provide rating for door number 2. The word hallway is no longer applicable either use
rated or non-rated corridor. Revised to non-rated corridor, door rated removed.
VProvide the following note on the plan to state: Kitchen hood fire suppression system shall be interlocked
with the fire alarm system. See general note #24 (A2.1)
VProvide hardware specification for rated doors and frames with smoke seal. N/A
VProvide burning characteristics for batt insulation. See updated detail 2/A8.1
-^Provide a note on the plan stating all doors in the means of egress shall be readily operable from the
egress side See door note #4
VDenote thermal and acoustical insulation shall comply with CBC 2010, Chapter 7. Provide burning
characteristics for all insulation materials specified for this project. See updated detail 2/A8.1 and A2.1
general note #25
VDenote tempered glass for door type B. Revised, added note
VProvide a furniture layout. Furniture cannot impede path of egress. See sheet EX4, also permit#
CBl 10948
Provide exit plan showing common path of egress travel and exit routes. See sheet EX4, also permit#
CBl 10948
Door Schedule
VProvide door details showing head, jamb and sill details. N/A See updated
Remarks
VShow location of note 2 on door schedule. N/A See updated
General Notes
VNote 20: revise note to state kitchen hood shall be type I and shall meet the requirements of UL300
Updated.
ADD Commercial cooking fire-extinguishing system is not a part of this project vifill be submitted
as a deferred project in accordance with applicable standard listed under 2010 CFC 904.11.
VNote 21: Provide detail with listings for all rated penetrations.
Detail 1
Vindicate on detail the kitchen side of wall. Show Type "X" gypsum board on the Kitchen side to match
description in wall legend. If rated
VProvide smoke seal on both side of wall. N/A -corridor not rated
VA2.2
VDetail 2: Provide listings for 1-HR shaft wall. Updated
VProvide shaft wall detail with listings at roof level.
VNote 6: Indicate type of hood. Revised
VNote 12: Add note to include 10'-0" clearance from operable windows and door openings.
Legend
Vindicate 90-minute battery backup. Revised legend
FSM-1.7
Provide a note that Fire protection notes are for reference only and not recommended for approval in
CB110140. fDeferred submittall
M1.1
Revise or Cross out applicable codes as per 2010 California Codes. (See TS)
2010 California Building Code based on the 2009 International Building Code
2010 California Fire Code based on the 2009 International Fire Code
2010 California Electrical Code based on the 2008 National Electrical Code
2010 California Mechanical Code ... based on the 2009 Uniform Mechanical Code
2010 California Plumbing Code based on the 2009 Uniform Plumbing Code
2010 California Energy Code
Ml.2
Ml.3
Ml.4
M2.1
E1.0
E2.1
E2.2
Page: 4 of 4
Mechanical General Notes
VDucts with cumulative air supply in excess of 2000 CFM shall be equipped with smoke detectors. If
applicable, provide note on drawings to state; duct smoke detectors shall interface with fire alarm
drawings.
Response: Please note this is makeup-air unit for kitchen hood, not a standard HVAC duct.
Q. Pipe Sleeves
VNote 1 & 4: Provide penetration details through rated walls with listings.
VProvide information on burning characteristics for duct insulation.
Response: Complied see sheet Ml.4
VGeneric kitchen exhaust system does not match actual condition shown on architectural drawings.
VProvide actual condition to match architectural drawings.
Response: Please see revised architect dwgs for new up-dated layout.
VCoordinate with architectural drawings; if applicable, provide smoke/fire dampers at duct penetrations
through rated walls.
Response: Complied see sheets M2.1 and M 2.2
VRevise applicable codes and standards.Done, see code requirements.
VDenote dedicated circuits with Lock-On devices for all fire and safety devices. Added general note#31
VDenote all emergency lighting shall have minimum 1 foot candle. Done,see lighting note#9
VProvide note on electrical plans to state that installation of back-to-back outlets shall be staggered
24 "min.See general note #12
VDenote exit signs with 90-minute battery backup. See fixture schedule on E1.0
VCIearly indicate on plans GFI outlets within 6'-0" of sinks and wet areas. All receptacles in kitchen to
be GFI per power plan note#3
VShow wiring connection to new exit sign in corridor. Done Added to E2.2
STRUCTURAL CALCULATIONS
LA COSTA RESORT & SPA
ADULT POOL KITCHEN
CARLSBAD, CA
Prepared For:
LC TRS, INC.
N
MEC Project No.i_JJliL
Date Issued: 6/17/11
Revision Dates: 7/28/11
Prepared By:
MCNEFF ENGINEERING
& CONSULTING
.^ P R o r f S S I O N A L C O R P O K .M I O N
1991 VILLAGE PARK WAY SUITE 115
ENQNITAS, CA 92024
T (760) 479-9838 F (760) 479-9837
www.mcneffengineering.com
MCNEFF ENGINEERING
& CONSULTING
A PROFESSIONAL CORPORATION
1991 Village Park Way. Suite 115
Encinitas, CA 92024
Tel: (760) 479-9838 • Fax: (760) 479-9837
JOB. 1131 LA CogPft teoA-A9ULr PiifiLiA-ElteO
\ _0. ^ SHEET Na
CALCUUTED BY_ OATC.
CHECKED BY_
SCAL£.
MCNEFF ENGINEERING
& CONSULTING
A PROfESSlONAl CORPORATION
1991 Village Park Way, Suite 115
Encinitas, CA 92024
Tel: (760) 479-9838 • Fax: (760) 479-9837
SHEETNO.. 0F_
CALCULATED BY_
CHECKED BY
DATE.
DATE.
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MCNEFF ENGINEERING
& CONSULTING
A PROFESSIONAL CORPORATION
1991 Village Park Way, Suite 115
Encinitas. CA 92024
Tel: (760) 479-9838 • Fax: (760) 479-9837
JOB.
SHEETNO..
A
EACH COLUMN REQUIRES BRACING IN BOTH FRONT TO BACK & SIDE TO SIDE
DIRECTIONS (BY INSTALLER). BRACING SHOWN IS FOR REFERENCE ONLY - CONSULT
INSTALLATION INSTRUCTIONS. BRACING MUST RESIST ALL DYNAMIC OPERATIONAL
LOADS. FOR REFERENCE. THE VERTICAL CONVEYOR AS SHOWN IMPOSES
APPROXIMATELY 1250# OF STATIC LATERAL LOAD AT 2ND FLOOR ELEVATION.
SHAFT
LENGTH
A
SWING DOOR LOCK
RIGHT NOT BY PFLOW,
INTERLOCK BY PFLOW
A MINIMUM OF 4" REQ'D
FROM FLOOR EDGE TO
BACK OF DOOR FRAME
FOR INTERLOCK TO BE
INSTALLED &
WORK PROPERLY
(2) LEVELS TYPICAL
VISUAL SAFETY BARRIER &
BRACING BY PFLOW. FIELD FITUP
OF BRACING BY INSTALLER.
PLAN VIEW - 2ND FLOOR
A
8'-6" PIT WIDTH
BI-PARTING SWING
DOOR NOT BY PFLOW.
INTERLOCK BY PFLOW
PLAN VIEW - 1ST FLOOR
A
28" WIDE X 29" LONG X 30" HIGH
MOTOR/PUMP WITH LOCKABLE COVER
TO BE LOCATED WITHIN lO'-O" OF
LIFT AT 1ST FLOOR
A CHANGED FROM MODEL
^21 TO MODEL D
• APPROVED
• APPROVED AS NOTED
• REVISE & RESUBMIT
BY:
DATE:
A 7/26/11 AEB -
REV DATE BY EON
REVISIONS
w^mmmmm PFLOW INDUSTRIES, INC. (414) 352-9000
•Fpim^H 6720 North Teutonia Ave. (414) 352-9002 FAX • • I^^W MHwaukee. Wl 53209 1nfoOpflow.com
TITLE LA COSTA RESORT
CARLSBAD, CA.
DATE 7/13/11 SCALE
N.T.S.
DRAMNG NUMBER
J14455-GA
SHT
1
REV
A DRAWN AEB CHECKED jg
DRAMNG NUMBER
J14455-GA OF
3
REV
A
7-6"
HEIGHT
OF
SAFETY
BARRIER
A
4^" CARR._
THICKNESS
LIFT FRONT VIEW
21 TO MODEL D
• APPROVED
• APPROVED AS NOTED
• REVISE & RESUBMIT
BY:
DATE:
A 7/26/11 AEB -
MODEL REV DATE BY ECN
REVISIONS
— PFLOW INDUSTRIES. INC. (4i4) 352-9000
VBil^V^H 6720 North Teutonia Ave. (414) 352-9002 FAX
• • m^^Wm Milwaukee. VM 53209 infoOpflow.com
TITLE LA COSTA RESORT
CARLSBAD, CA.
DATE
7/13/11
SCALE
N.T.S.
DRAWING MNIBER
, J14455-GA
SHT
2
REV
A DRAWN AEB CHECKED
DRAWING MNIBER
, J14455-GA OF
3
REV
A
16'-5j"
BACKFRAME
HEIGHT
1" CARR.
TO PIT
4-10" EFF.
CARR. LENGTH
^A 5-10^" OA. _^
CARR. LENGTH
_^ 5-11^" OA. .
UNIT LENGTH
•^e'-al" PIT LENGTH
LIFT RH VIEW
• APPROVED
• APPROVED AS NOTED
• REVISE & RESUBMIT
BY:
DATE:
A 7/26/11 AEB -
REV DATE BY ECN
REVISIONS
w^mmmmm PFLOW INDUSTRIES, INC. (414) 352-9000
VBim^H 6720 North Teutonia Ave. (414) 352-9002 FAX • • M^^WW Milwaukee. Wl 53209 frifoOpflow.com
TTHE LA COSTA RESORT
CARLSBAD, CA.
DATE
7/13/11
SCALE
N.T.S.
DRAWmC NUMBER
J14455-GA
SHT
3
REV
A DRAWN CHECKED jg
DRAWmC NUMBER
J14455-GA OF
3
REV
A
PFLOW VERTICAL LIFTS
The Nation's Largest Manufacturer of Vertical Lifts
PFL-2444
READ THIS MANUAL IN ITS ENTIRETY AND
VERIFY JOB SITE DIMENSIONS AGAINST
GENERAL ARRANGEMENT DRAWING
BEFORE STARTING INSTALLATION
THE ILLUSTRATIONS IN THIS MANUAL
ARE NOT TO SCALE OR DETAIL AND
ARE FOR REFERENCE ONLY
050206-DI
INSTALLATION
INSTRUCTIONS
SERIES D
PFLOW INDUSTRIES, INC.
6720 North Teutonia Avenue
Milwaukee, WI 53209
Phone (414) 352-9000
Fax (414) 352-9002
E Mail info@pflow.com
TABLE OF CONTENTS
INTRODUCTION 3
SAFETY 4
EQUIPMENT ARRIVAL AND UNPACKING 5
PRE-INSTALLATION CHECKLIST 6
Mechanical Installer Responsibilities 6
Customer Responsibilities 6
SITE VS. GENERAL ARRANGEMENT 7
Comparison Check 7
TOOLS REQUIRED FOR VRC INSTALLATION 8
MECHANICAL INSTALLATION INSTRUCTiONS 9
Exploded Views of Lift After Installation/What Your Lift Should Look Like 9
Unit Placement 10
Columns 11
Wheelblocks 12
Mounting Dual-Pak Hydraulic Cylinder 12
Carriage/Column Placement 13
Checking Alignment 14
Mounting Cylinder Top Pin 14
j^%0 Anti-Twist Kit 14
Anchoring & Bracing 15
~ M Guidelines for Anchoring 16
Guidelines for Bracing 17
Final Steps to Complete Installation 18
Installation Completion Checklist 19
HYDRAULIC INSTALUTION INSTRUCTIONS 21
Installation of Hydraulic Pump and Motor Assembly 21
Installation of Hoses and Fittings 22
Velocity Fuse .....22
Adjusting Pressure Switch 25
Adjusting Pressure Relief Valve 25
Check Valve 25
Flow Control Valve 25
Fill Cap/Breather 25
Manual Lowering Valve 26
Hydraulic Oil Filter 26
Hydraulic Accumulator 26
Sight Gauge 26
Down Solenoid Valve 26
Solenoid Valve Troubleshooting 26
Diagnosing Pump Unit Problems 27
INSTALLATION QUESTIONNAIRE 29
ACCEPTANCE CERTIFICATION 30
- (Cont'd Page 2)
101502-Dl
TABLE OF CONTENTS
OPTIONS
GATE IDENTIFICATION ....31
Bi-Parting Swing Gate Installation Instructions B129
Swing Gate Installation Instructions B130
Single & Bi-Panel Vertical Acting Gate Installation Instructions B201
Sliding Gate Installation Instructions B139
GATE INTERLOCK INFORMATION 47
Gate Cable Interlock Installation Instructions B284
Anderson Interlock B263
Anderson or GAL Cable Interlocks - Cantilever B269
Limit Switch Mounting - Cantilever B270
Interlocks & Gate Status Switches B266
ENCLOSURE PANELS 61
APPENDIX 63
MATERIAL SAFETY DATA SHEETS
Custom-Pak Products - Aerosol Paint
Prime Coatings - Grey H.S. Primer
Prime Coatings - High-Solids Blue Enamel
Moore Flo Hydraulic Oil - Product Data
Moore Oil Company - Homan AW 32 Hydraulic
062801-Dl IFlow
Introduction
INTRODUCTION
Thank you for purchasing a PFLOW INDUS-
TRIES, INC., Series D, Vertical Reciprocating
Conveyor (VRC). We are confident that your unit
will provide you with many years of reliable ser-
vice.
CODE REQUIREMENTS - VRCs are NOT eleva-
tors. Your unit is designed for the movement of
materials only, up to its rated capacity, from one
level to the next. VRCs have their own national
code (ANSI/ASME B20.1) and are specifically
exempt from the National Elevator Code. All
electrical designs and components are in accor-
dance with National Electric Code (NEC) require-
ments. Local codes may require initial inspection
of the installation and periodic inspection and
testing of the unit. Call Rlow Industries for more
information in the event an inspection is required
for your equipment.
Some states require special components and
have specific guidelines regarding how the equip-
ment must be installed, inspected, and tested. If
we know in which state the equipment will be
located, and if we are kept informed of state and
local requirements, Pflow will incorporate the
components into the order, as approved by the
customer, and also provide any pertinent infor-
mation, as called out on the general arrangement
drawing, related to the installation of the equip-
ment. We will not be on site for the testing, but
we strongly advise that the installer be there.
If at any time you have questions about your
state's requirements, please feel free to call.
NOTE
The information and illustrations in this
manual are intended only as an aid to
understanding the VRCs general installa-
tion. It does not cover every possible
contingency or circumstance regarding
non-standard options or site conditions.
If you have a problem, call Pflow at (414) 352-
9000, between 8:30 A.M. and 5:00 RM., CST
Monday through Friday. Ask for the Product
Support Department and have your serial num-
ber ready.
Parts - Pflow Industries maintains a complete
stock of, or has access to, all replacement com-
ponents. We keep detailed records of all equip-
ment sold. If something is damaged in shipment,
is defective or missing, contact us immediately.
Service - Our Product Support Department is
available to assist your maintenance personnel
with any questions or problems they may have
regarding the equipment.
Warranty - Our warranty procedures can be
found in this manual. Prior authorization must be
obtained from Pflow before commencing work of
any kind.
Feedback - Let us know how we are doing.
Each installation manual contains a question-
naire. Please fill it out and return it to us.
We can't prevent a problem if we are not aware
of it.
PFLOW INDUSTRIES, INC.
6720 North Teutonia Avenue
Milwaukee, Wl 53209
Phone: (414) 352-9000
Fax: (414^352-9002
E-mail: info@pflow.com
Website: www.pflow.com
090104-DI
D Series
SAFETY
To ensure your safety and the safety of those
around you, it is important that you read, under-
stand, and follow ALL the safety precautions rela-
tive to a particular task. Safety precautions in
this manual are labeled with the alert symbol fol-
lowed by the word DANGER, WARNING, or
CAUTION.
• DANGER
When you see this symbol, it means
that serious injury or death is likely if
the instructions are not followed care-
fully.
A WARNINQ
When you see this symbol, it means
that the potential for personal injury is
high if directions are not followed
carefully.
CAUTION
When you see this, it means that the
potential for damage to the equipment
is high if directions are not followed
carefully.
NOTE
This term is used to provide additional
information to help clarify instructions.
• DANGER
HIGH VOLTAGE. Failure to follow prop-
er procedures when performing elec-
trical installation or service may result
in serious injury or death.
• DANGER
DO NOT ride this equipment,
may result in injury or death.
ARE NOT ELEVATORS.
• DANGER
Riding
VRCs
• DANGER
If you can open a gate when the unit is
not at that level, or the unit will oper-
ate with a gate open, a safety device is
not working and could result in seri-
ous injury or death.
A WARNING
DO NOT operate the unit If either the
gates or Interlocks are not functioning
properly.
CAUTION
Paint overspray on cylinder rod will
damage seals and void warranty.
CAUTION
DO NOT exceed rated capacity.
DO NOT walk or work under a raised
platform.
090199-DI
Equipment Arrival and Unpacking
EQUIPMENT ARRIVAL AND
UNPACKING
You will need a fork truck capable of lifting
approximately 2,000 Ibs. Larger units may
require a higher lifting capacity fork truck. To
ensure complete shipments, Pflow Industries
takes pictures of the unit, contents of the parts
crate, and individual boxes. See Figures 1-3.
Figure 1
NOTE
The material in the boxes, cartons, etc.
was loaded complete, in good condition
and so delivered to the carrier agent
Verify that the number of items on the Bill of
Lading agrees with the number of items deliv-
ered to you. Check all pieces to determine if
damage has occured during transit. The carrier
agent is responsible for, and should be notified
immediately of, any visible loss or damage that
has occurred. If damaged, the shipment must
be signed for as such. Where loss or damage
appears, call on the carrier agent to inspect the
shipment before unloading it and make notation
of condition of contents on freight bill. A claim
for loss or damage should be presented to the
carrier agent without delay, and a complete
statement of facts should be in your possession.
All hidden damage must be reported directly to
the freight carrier within seven days of delivery.
Pflow Industries is not responsible for shipping /
receiving damage once the equipment has left
the factory nor will we file any claims for damage
that may occur.
If you believe anything is missing, contact our
Product Support Department immediately.
Failure to notify us may affect completion time
of the installation. Our warranty does not cover
lost time and/or additional trips for missing or
damaged components.
All replacement components or labor that may
be needed as a result of any damage will
require a purchase order and compliance with
our RGA procedures. This number should be
obtained from Pflow Industries.
Figure 2 shows the typical contents of the parts
crate.
Figure 2
The shipping packet can be found inside the
parts crate. This packet contains the owner's
manual, installation instructions, general
arrangement drawing, a copy of the schematic,
and additional information as may be applicable
to the installation.
An additional copy of the schematic can be
found inside the control panel. See Figure 3.
• i«r -
Figure 3
110802-DI
D Series
PRE-INSTALLATION CHECKLIST
Site conditions can mean the difference between
an installation that is smooth and one that is diffi-
cult.
We have provided a general checklist to help set
up your installation. We recommend that the
installer, or someone with installation experience,
discuss not only these items but all other con-
cerns directly with the people on site.
A pre-installation visit is always recommended
and considered to be included in the responsibili-
ties of the mechanical installer.
A WARNING
Safety should always be first and fore-
most in your mind on this or any job.
Besides following safe working proce-
dures, items required by OSHA may
include: a hard hat, safety shoes,
safety glasses and t>elt, fire extin-
guisher, and other safety equipment.
Mechanical Installer Responsibilities
• Complete mechanical erection of the equip-
ment as sold by Pflow, called out on the gen-
eral arrangement (GA) drawing and in accor-
dance with all instructions within this installa-
tion manual.
• Return trip upon completion of the electrical
installation for final checkout, adjustments
and training. (See Completion Checklist.)
• On non-union sites, mounting of all electrical
devices.
Customer Responsibilities
• Unloading and transportation of the equip-
ment to the installation area.
• Storage (if applicable). If unit is stored
indoors or long-term storage is required, con-
sult Pflow Industries for storage procedures
required to keep warranty in effect.
• All necessary site work to prepare for the
installation such as pit, floor opening, ade-
quate bracing locations, and shaftway open-
ings.
• Any site/building modifications necessary to
get the equipment to the installation area.
• Adequate pick point or lifting mechanism
capable of lifting the heaviest load. If weight
of load is in question, please call Pflow
Industries.
If you have any questions or concerns, please
contact our Product Support Department prior to
start of work.
Can the equipment pass through all door-
ways, hallways, etc.?
Can you use the customer's fork truck? Is the
truck's capacity sufficient?
Are safety meetings required?
Are there any work procedure/safety guide-
lines particular to the job site?
Is welding permitted? Is a "hot permif
required? Is a fire watch required?
Is there a pick point capable of lifting the nec-
essary components?
What hours are you allowed to work on site?
Who is the authorized site contact?
Is this a union or non-union site?
Bracing requirements - Will additional materi-
als be required?
Is temporary power available within 10 ft. of
the unit?
Do you have a well-lit area to work in?
Is the installation area ready (pit complete,
floor opening cut and/or finished, etc.)?
Are shaftway openings complete?
Are there any discrepancies between the site
dimensions/application and the Pflow GA
drawings? Has this information been provided
to Pflow?
Will customer doors and/or shaftway open-
ings be completed prior to your arrival?
Will other trades or in-plant production cause
conflict with your proposed work schedule?
Special welding requirements if you have
special coatings, i.e., epoxy paint, hot galva-
nized, etc.
111502-DI IFlow
Site VS. General Arrangement
SITE VS. GENERAL ARRANGEMENT
Comparison Check
1. Check your shipment to make sure that noth-
ing is damaged or missing. Missing compo-
nents must be reported to Pflow Industries
immediately per instructions in the introduc-
tion of this manual.
2. The shipping packet found inside the parts
crate contains a copy of the general arrange-
ment drawing. See Figure 4.
3. Compare the dimensions as called out on the
general arrangement drawing to actual site
conditions. Report any discrepancies to
Rlow immediately. The foitowing are just a
few of the dimensions that could be a prob-
lem if they do not match:
Pit Length
Pit Width
Pit Depth
Is Pit Square?
Overhead Clearance
Gate Clearance - Level 1
Gate Clearance - Level 2
Are there any protrusions from the floor level
or wall that could interfere with either the in-
stallation or operation?
Floor-to-Floor Clearance - Upper Level
Floor Opening - Length
Floor Opening - Width
Is Floor Opening Square?
Is the Floor Opening Properly Aligned Above
the Pit?
CAUTION
Discrepancies between the general
arrangement drawing and site condi-
tions must be addressed immediately.
Contact the Product Support Depart-
ment (414) 352-9000 for assistance.
»• If
Puwviai - am tna.
I *»r I
WINl
'4 THI
i_
VEDF
PFL-2061
Figure 4
NOTE
The model and dimensions shown in
Figure 4 are not applicable to your unit
This drawing is for illustrative purposes only.
050206-DI
D Series
TOOLS REQUIRED FOR VRC
INSTALLATION
The following is a list of tools we feel are neces-
sary to install a VRC in a professional and expe-
dient manner. This is only a guideline. Individual
sites and applications may require additional
items as needed. If you have any questions
regarding these items, contact Pflow Industries.
Welding machine and equipment,
(i.e., helmet, gloves, rods, etc.)
Cutting torch with tanks
Socket set -1/2" drive, sockets to 1-1/8"
Hammer drill and bits for 1/4", 3/8", and
1/2" anchors, 4" min.
Fire extinguisher
Forklift - 2,000# capacity or alternative
Chain fall - 2,000# capacity minimum
Come-A-Long
Cables or hook chains with 1,000# or
greater capacity
Hack saw, reciprocating saw, or portable
band saw
Drill and drill bits
Extension cords
Portable light
Sledge hammer
Disk grinder Allen wrenches to 3/8"
"C" clamps Open or box end wrenches to 1-1/4"
Drift punch Chalk line
5/8"-11 N.C.tap Plumb bobs
Carpenter's square Grease gun
4' Level 25' Measuring tape
SAE 30W non-detergent motor oil Rags
8 101502-Dl IFlow
l\/lechanical Installation Instructions
EXPLODED VIEWS OF LIFT AFTER INSTALLATION
WHAT YOUR LIFT SHOULD LOOK UKE
PFL-2445
1. See Figure 9, Page 12
2. See Figure 15, Page 13
3. See Figure 12, Page 12
4. See Figure 15, Page 13
Figure 1
050304-DI
D Series
INSTALLATION INSTRUCTIONS
Unit Placement
1. The load/unload edges of the carriage
should be 1" away from the edge of the
upper floor level; and if there is a pit, the
same dimensions apply (unless othenwise
noted on GA). See Figure 2.
7^
PFL-1329
1. 1" Distance (typical)
2. Second Floor
3.
Figure 2
To verify this location on the lower level,
drop a plumb bob 1" away from the edge
and mark that point on the lower floor. Do
this for each load/unload side.
CAUTION
If there are any protrusions (from floor,
wall, etc.), they will have to be re-
moved. Plumb lines have to be posi-
tioned beyond the protrusion or the
carriage WILL NOT clear after installa-
tion. Floor may have to be extended
to get the proper distance from floor to
carriage.
Mark the center of the opening. See Figure
3.
Drop a plumb bob from point A and mark
point B. See Figure 4.
Drop a plumb bob and mark points C and D.
See Figures 5, 6, and 7.
Figure 3
T qi
7 T id
I B PFL-1332
1. Plumb Line 2. Mark This Point
Figure 4
/c 1—r
1. Mark This Point
2. Mark This Point
PFL-1323
Figure 5
10 111502-DI
l\/lechanical Installation Instructions
Locate three (3) marks C, B, and D. See
Figure 6.
B D \
PFL-1326
Figure 6
7. Snap a chalk line between marks C and D
and through mark B.
8. See GA drawing for orientation of carriage.
Align corresponding edge of the carriage with
line C, B, and D. See Figure 7.
NOTE
If carriage goes through a floor and
clearances are tight, you might want to
position the carriage AFTER the columns
have been assembled and raised into
place.
Figure 7
NOTE
Your installation may differ from this illus-
tration.
Columns
NOTE
In shaftway applications, the column
weldment may have to go in before the
carriage depending on installation clear-
ance available. If so, temporarily brace
the column weldment in its approximate
position. Then proceed with locating the
carnage.
1. Remove the rear panel from the carriage to
allow easier access to the columns. See
Figure 8.
3.
Figure 8
Temporarily brace the carriage or mark its
position on the floor before proceeding.
When the column weldment is brought into
position, it may bump the carriage out of
alignment.
If your column weldment requires field splic-
ing, assemble the tWo halves of the column
weldment with the hardware supplied in the
splice kit. See Drawing #9678-0007 found in
the Options section of this manual. Weld as
shown in splice kit instructions.
111502-DI 11
D Series
4. Mount jackscrews and jam nuts onto column
weldment. See Figure 9.
I
PFL-2447 PFL-2447
Figure 9
Set jackscrews so there is about the same
amount of screw protruding from each end of
the tube for now. The jackscrews will be
adjusted later to level the carriage at the
upper floor.
Attach the UHMW cylinder guide to the lower
backside of the carriage using 3/8" bolts,
lockwashers, and flat washers. See Figure
10.
NOTE
The holes are offset toward the bottom.
1. UHMW Cylinder Guide
2. Screw, FHSC 3/8 X 1 1/2
3. Loctite
Figure 10
Wheelblocks
1. Install the two upper carriage wheelblocks
with the guide rollers facing down. Then
install the two lower carriage wheelblocks
with the guide rollers facing up. See Figure
11.
NOTE
The wheelblocks should be temporarily
secured to prevent them from falling back
out until the carriage is in place. Some-
times this is not possible. If you have to
raise the upper wheelblock to the top of
the carriage and are having difficulty
doing this, a rope around the wheelblock
may assist in raising the wheelblock to
the top of the carriage.
1. Wheelblock
2. Guide Roller PFL-2458
Figure 11
Mounting Duai-Pak Hydraulic Cylinder
1. Identify the top of the Dual-Pak cylinder. This
is the end with the supply port and the
tapped block welded to the cylinder body.
See Figure 12.
1. Tapped Block
2. Supply Port
PFL-2069-1
3. Cylinder Body
Figure 12
12 050304-DI
l\/lechanical Installation Instructions
Mount the cylinder. For proper installation,
from the front of the lift, the supply port will
be on the left side and the tapped block will
be on the right side. Make sure this is cor-
rect before proceeding. Mount the bottom of
the cylinder to the column weldment clevis
with a 1" pin. See Figures 12 and 13.
NOTE: View is from
rear of lift.
1. Cylinder
2. Column Weldment Clevis
3. 1"Pin
4. 1" Flat Washer
Figure 13
3. Temporarily tie off the top of the cylinder to
the column weldment during column place-
ment.
Carriage/Column Placement
1. Check the general arrangement drawing
for proper orientation and install the car-
riage/column accordingly.
NOTE
The front of the lift is always the side
opposite the uprights. See Figure 14. A
cantilever carriage can be loaded or
unloaded from any of three sides
depending on which sides are equipped
with railings.
Upright
Front of Lift
1" Clearance All Sides
PFL-1588-1
Figure 14
2. Slide the column weldment with wheelblocks
up to the carriage. Temporarily brace the col-
umn weldment while mounting the wheel-
blocks to the carriage. See Figure 15.
3. Mount the wheelblocks to the carriage upright
using 5/8" x 1 1/4" HHC screws with washers
and lockwashers. See Figure 15.
PFL-2449
1. Wheelblock (all 4 are identical)
2. 5/8" X 1 1/4" HHC Screw w/Washer &
Lockwasher
Figure 15
050304-DI 13
D Series
Checking Alignment
CAUTION
Rechecking the alignment is critical.
Incorrect alignment will result in prob-
lems during operation and damage to the
equipment.
1. Plumb column in both directions. See
Figure 16.
Figure 16
2. Check and compare any applicable dimen-
sions on the general arrangement drawing
to actual site dimensions.
3. Maintain a minimum of 1/16" clearance
between guide roller and closed side of col-
umn. Add or remove shim if necessary. See
Figure 17.
1. Minimum 1/16" Gap
2. Shim Plate
Figure 17
Mounting the Cylinder Top Pin
1. Mount top of cylinder to carriage clevis with
1"pin. See Figure 18.
Figure 18
Anti-Twist Kit
1. Mount UHMW (slide) block to tapped block
on cylinder with 5/16x2 1/2" long bolts,
washers and lockwashers. See Figure 19.
2. Check to make sure UHMW block is not
binding on guide angle.
3. Make sure that the UHMW block is not com-
ing off the bottom of the guide angle. There
should be approximately 3" of guide angle
visible below the block. See Figure 19.
NOTE
UHI\/IW (slide) block can be turned 180
degrees lor better fit
1. UHMW (S ide) Block PFL-2070
Figure 19
14 050304-DI
Mechanical Installation Instructions
Anchoring and Bracing
NOTE
The following illustrations are for refer-
ence only. Site conditions may require a
different alternative to the ones we sug-
gest
Side-to-side and front-to-back bracing of the unit
and bracing at the upper floor level are required.
Seismic requirements will be different, and a sep-
arate drawing is usually provided in the shipping
packet. Bracing of the unit and enclosures is the
responsibility of the installer.
It is the customer's responsibility to make sure
that the site conditions have a structure of ade-
quate strength to brace to, as indicated on the
GA drawing, to withstand the forces.
For a two-level unit, Pflow will supply:
(2) 10' lengths of 4" channel (unpainted)
(2) 4-hole pads (unpainted)
(1) 10' length of 1-1/2" x 1-1/2" x 3/16" angle per
gate (unpainted)
(2) Cans of spray paint
Each additional level will be supplied with the fol-
lowing:
(1) 10' length of channel
(1) 10' length of angle per gate
(2) 4-hole pads
We do not supply bolts nor guarantee that the
above material will be sufficient for the applica-
tion. It is the installer's responsibility to check the
information included in the shipping packet prior
to commencing work. Specific bracing instruc-
tions may be provided.
1. Make sure the carriage is level on the floor.
Recheck column spacing and wheelblock
clearance. If everything checks out, anchor
the base plates to the floor using 3/8"
anchors. (Depth of holes should always be
deeper than anchor bolts.) See Page 17 for
bracing suggestions.
1. Wide Flange Columns PFL-2450
Figure 20
Any bracing across the back of the columns must
be spaced out a minimum of 3/4". Small chan-
nels may be supplied in the parts crate or use
alternate bracing. See Figure 21.
PFL-2456
Figure 21
050304-DI 15
D Series
Guidelines for Anchoring
Welding to a Curb Angle (Figure 22)
PFL-1231
Figure 22
Using a Tie Plate (Figure 23)
• tJ-. • • • *' 0* f • tJ-. • • • *' 0* /
PFL-1235
Figure 23
Anchoring to Wooden Floors (Figures 24, 25,
and 26.)
1. Through Bolting PFL-1238
Figure 24
1. Preferred PFL-1241
Figure 25
1. Poor
I
i
I ^ 1
I
PFL-1239
Figure 26
16
Anchoring to Block Walls (Figures 27 and 28)
i *
1
•f 1
1. Base Plate - Correct PFL-1240 1. Base Plate - Correct PFL-1240
Figure 27
-
\
\
• k
1. Wrong
PFL-1227
Figure 28
Anchoring Base Plate to Solid Floor (Figure 29)
. oJLo
PFL-1232
1. Right
2. Wrong
PFL-1234
Figure 29
2. The following "Guidelines for Bracing" show
how to attach bracing to the building.
Proceed with the final bracing. Tack bracing
into position.
111502-DI
Mechanical Installation Instructions
Guidelines for Bracing
IN A CORNER
PFL-2077
fc 1 PFL-2452
Figure 30
ALONGSIDE A MEZZANINE
w/ROLL-OFF
PFL-2451
# Ji \
PFL-2453
THROUGH A FLOOR OR
(DOTTED) - THROUGH A
CUTOUT OR OVERSIZED
HOLE
PFL-2075
PFL-2455
Figure 32
TO A MEZZANINE
WITH A DROP LEG
PFL-2073
Figure 33
Figure 31
050304-DI 17
D Series
Final Steps to Complete installation
1. Recheck column spacing at the bottom,
middle, and top and wheelblock clear-
ance.
Proceed with the installation of the gates
and interlocks, enclosures, and additional
options as required. See the OPTIONS sec-
tion in the back of this manual for installation
instructions.
2. Final weld header on each column. A quali-
fied electrician should, if possible, temporarily
wire the motor to allow operation of the lift
and to check for smooth operation. Final
weld all bracing. Recheck spacing after weld-
ing.
3. Remount the rear panel to the carriage.
CAUTION
DO NOT WORK UNDER THE CAR-
RIAGE UNLESS IT IS PROPERLY
AND SAFELY SUPPORTED.
7. Complete the Installation Completion
Checklist.
Attach the UHMW pads to the underside
of the carriage at the four corners. If car-
riage is in a pit, it may be necessary to shim
under the UHMW pads to level the carriage
with the floor. See Figure 34.
Figure 34
5. Using jackscrews, level the carriage at the
upper floor level. Tighten the jam nuts when
finished.
18 111502-DI
Mechanical Installation Instructions
INSTALLATION COMPLETION CHECKLIST
Please make sure all of the following steps are complete:
The VRC is braced from front to back and
from side to side.
The gates and enclosures are braced.
Touch up all welds, marks, scrapes, etc. with
paint.
Route hoses to prevent interference during
travel.
Check fittings and hoses for leakage.
Make sure that all electrical connections are
properly made.
Check that the unit stops level at each floor.
Is there excessive noise during travel?
Does the carriage "rock" during travel?
Do a full load test.
_ Safety Check #1 -
You should not be able to open a gate
when the unit is not present.
You should not be able to operate the
unit with a gate open.
Did you check each level for the above
items?
Are there any unsafe conditions that exist?
If so, please contact Rlow Industries
immediately and report them.
Post all operational signs.
Remove all debris.
Instruct the customer on the proper opera-
tion.
Instruct the user on proper loading.
Instruct the customer on procedures if there
is a problem.
Complete the Installation Questionnaire and
Acceptance Certification. Return both to
Pflow Industries.
101502-Dl 19
D Series
(THIS PAGE INTENTIONALLY LEFT BLANK)
20 101502-Dl
Hydraulic Installation Instructions
HYDRAULIC SYSTEM INSTALLA-
TION AND TROUBLESHOOTING
Installation of the Hydraulic Pump and
Motor Assembly
CAUTION
Do not power up the pump motor until
all push button stations, gate Inter-
locks and all hydraulic hoses are con-
nected. Never override any electrical
component or manually operate the
motor starter to run the lift. If you
experience problems, call Pflow
Industries Product Support
Department for assistance.
Install the hydraulic pump and motor on a level,
static, and solid foundation and at the recom-
mended floor level listed on the GA drawing that
applies to this installation.
Install in a location that is easily accessible.
Keep in mind that service and inspection will be
an important component to the life of the
hydraulic system.
Place in a position that the oil breather cap, man-
ifold block, pressure gauge, pressure switch and
oil filter are visible and accessible.
Install in a location that is and will remain clean.
Do not install in a pit or in any area that will
restrict quality ventilation. The ambient tempera-
ture of the hydraulic pump's location may have a
great influence on its operation and on the life of
the hydraulic system. Condensation is a major
problem to any hydraulic system. Avoid hot
spots.
CAUTION
Keep the area clean at all times, even
during Installation.
The word "contamination" cannot be stressed
enough. Before connecting any fitting or hose,
be sure it is clean. There are plugs/caps in every
open port, fitting, and hose end for a good rea-
son: They are to keep out contamination! A
small, almost undetectable, amount of joint
compound, dirt, lint, paint, or any other conta-
minant can cause problems In the hydraulic
system. Those problems can be very difficult to
troubleshoot on a new system, causing wasted
and lost time.
Figure 1
*The line from the pump to the cylinders should
be attached after lift installation is complete.
*NOTE
See Installation of Hoses and Fittings,
Page 22.
Hose Nomenclature:
• WP Working Pressure: Pressure at which a
given hose may be operated safely.
• Test Pressure: The pressure that a hose is
guaranteed to withstand.
• Burst Pressure: The pressure at which the
hose is rendered useless for use.
• Date Code: Date of manufacture
101502-Dl 21
D Series
Installation of Hoses and Fittings
• Keep the shipping protection (caps/plugs)
installed in the hose fitting ends until you are
ready to connect the hoses. Cleanliness is
the basis of a properly operating hydraulic
system.
• Clean the hose ends and the mating connec-
tion carefully and thoroughly before connect-
ing.
• The line from the pump to the cylinders
should be attached after lift installation is
complete.
• Hoses should have adequate slack to allow
movement when pressure is applied.
• Never pull any hose taut.
• Do not twist or place hoses in sharp bends in
your hydraulic layout.
• Be sure all O-rings are in place.
• Do not over-torque the O-ring face seal fit-
tings.
• O-ring face seal fittings are sensitive to over-
and under-torque. Torque to proper specifica-
ttons (i.e., for 3/8" fittings 30 ft.-lb.; for 1/2" fit-
tings 40 ft.-lb.).
• The torque method of assembly is strongly
recommended, if torque wrenches are not
available, an alternate method of assembly is
the Flats From Wrench Resistance (F.F.W.R.)
method. Wrench tighten the nut onto the fit-
ting body until wrench resistance is reached.
Tighten one-half to three-quarter turns to seat
the O-ring.
• Do not use Teflon tape or sealant on the
ends of fittings with O-rings.
• Install the velocity fuse into the supply port of
the cylinder. This is an SAE O-ring port.
Velocity Fuse
• The velocity fuse is a hydraulic safety device
and is not to be tampered with. The veloci-
ty fuse GPM (gallon-per-minute) closing set-
ting is carefully calculated for your lift. If it
requires replacement, it is very important that
you contact Pflow Industries with the lift serial
number to ensure that a correct velocity fuse
is supplied.
• The velocity fuse is inscribed with an arrow.
The arrow must point away from the cylinder.
The velocity fuse is a hydraulic fluid shut-off.
In the event a hose breaks or if a severe
surge in hydraulic velocity occurs, the out-
rush flow of hydraulic fluid is stopped. The
velocity fuse remains closed when the pres-
sure exceeds the closing pressure (GPM)
and remains closed until the pressure drops
below the closing pressure.
• DANGER
Never attempt to remove the velocity
fuse or any hydraulic fittings or hoses
if the velocity fuse is in the closed
position. The hydraulic fluid is under
high pressure when the velocity fuse
is in the dosed position and can
cause serious injury if released.
Always open the manual-lowering
vaive to release the pressure before
woridng on the hydraulic system; it
may be under pressure. Replace the
problem hose, close the manual down
valve, and depress the UP Initton to
equalize the pressure on the velocity
fuse and the cylinder.
• DANGER
Hydraulic oil under pressure is extremely
dangerous.
NOTE
IMPORTANT!
The arrow on
the velocity
fuse MUST
point away
from the
cylinder
1
J
CONTROLLED
CLOSING FLOW
PFL-2369
Figure 2
22 101502-Dl
Hydraulic Installation Instructions
Safety
• DANGER
Hydraulic oil under pressure is extremely
dangerous.
Never loosen any hydraulic fitting or hydraulic
control component when the hydraulic unit is
under pressure.
Never attempt to loosen or remove any compo-
nent of the hydraulic system when the carriage
platform is raised from the ground; it will be under
pressure.
Never step under a raised carriage.
If the lift carriage cannot be lowered by gravity,
secure the carriage at its stuck position before
attempting to walk on or under the carriage.
After the carriage is secured, open the manual-
lowering valve to release the pressure; the
hydraulic system may be under pressure.
At Startup
At startup, be sure there is oil in the hydraulic
tank and that the motor is operating in the correct
rotation. If the motor is not operating in the cor-
rect rotation, stop the motor immediately. Have a
qualified electrician inspect and correct the wiring
of the motor.
Run the lift up. This is not a one-person opera-
tion. Pay very close attention to the pressure
gauge (optional on some units). Be prepared to
stop the lift if there are any indications of leaks,
binding, or overtravel. Take your time; doing
things correctly during initial startup will reduce
your troubleshooting time if any problem should
exist.
IF YOU EXPERIENCE A PROBLEM, DO NOT
START ADJUSTING THE PRESSURE
SWITCH OR PRESSURE RELIEF VALVE.
Do the following troubleshooting checklist items
first. Call Pflow Industries Product Support
Department for assistance.
Check for binding of the carriage, rollers,
wheels, or other obstructions:
• Are the beams plumb, true, and square?
• Are the cylinder rods moving smoothly?
Check for less obvious causes:
• Is there paint on the cylinder piston rod?
• Are the hydraulic hoses connected correctly?
• Is the velocity fuse in the correct position
(arrow pointing away from cylinder)?
• Are there leaks at the joint connections?
• On the hydraulic fittings that have O-rings,
are the O-rings present?
• O-ring face seal fittings are sensitive to over-
and under-torque. Refer to torque spec on
page 22.
• Is there contamination in the oil?
• Is the correct voltage at the hydraulic mani-
fold solenoid?
• Is the correct voltage at the motor?
• Is the manual down valve open or partially
open? For proper operation, the manual
down valve needs to be completely closed.
101502-Dl 23
D Series
CVJ
PFL-2371
24
Figure 3
101502-Dl now
Hydraulic Installation Instructions
Adjusting the Pressure Switch
Reference Page 24, Figure 3, Item 4
• The pressure switch is preset to operating
pressure at the hydraulic unit manufacturing
facility during their setup and test; therefore, it
should not be necessary to adjust the pres-
sure.
• Adjustment procedures will vary for each
unique hydraulic unit. As a rule-of-thumb, the
pressure switch setting will be lower than the
relief valve setting.
• Adjusting (increasing pressure) above the
established factory setting for your hydraulic
unit to increase the lifting capacity can cause
damage to the hydraulic unit and cylinders.
Increasing the pressure above the estab-
lished settings infringes on the safety factors
established for the lift and hydraulic compo-
nents.
• Never exceed the factory pressure switch
settings. Contact the factory with any
questions about pressure settings and lift-
ing capacity.
• Adjusting (increasing pressure) above the
established factory setting for your hydraulic
unit will not increase the lifting speed.
SET PRESSURE TO FACTORY SETTINGS. DO NOT EXCEED
FACTORY SETTINGS WITHOUT FACTORY AUTHORIZATION.
1. Remove DIN
adaptor. PFL-2132
2. Remove small
brass screw.
3. Using 1/8' Allen wrench
adjust clockwise to
Increase set point/counter-
clockwise to decrease set
point.
PFL-2133
Two wires
connect to
terminals 1
and 2 inside.
PFL-2134
Figure 4
Adjusting the Pressure Relief Valve
Reference Page 24, Figure 3, Item 5
• The relief valve is preset to operating pres-
sure relief at the hydraulic unit manufacturing
facility during their setup and test; therefore, it
should not be necessary to adjust the relief
(bypass) pressure setting.
• Adjustment procedures will vary for each
unique hydraulic unit. As a rule-of-thumb, the
relief valve setting is higher than the pressure
switch setting.
• Pressure relief valve adjustment requires the
loosening of the locknut before setting the
relief (bypass) pressure setting.
Check Valve
Reference Page 24, Figure 3, Item 7
• There is no adjustment for the check valve.
The check valve stops the reverse flow of
fluid. The check valve is normally spring-
loaded; and, if for some reason it is not func-
tioning, a good cleaning will generally place it
back in operating condition. Replace it if a
cleaning does not stop the reverse flow of
fluid. Fluid can also return to the tank if the
manual lowering valve is not properly seated.
Flow Control Valve
Reference Page 24, Figure 3, Item 6
• The flow control valve is adjustable. It is fac-
tory set and should not be adjusted to
increase the lowering speed of the lift. The
flow is carefully calculated for safe lowering
speed of the carriage platform. The flow rate
is not to be changed for any reason without
the approval of Pflow Industries. It is a safety
feature that is not to be compromised.
Fill Cap/Breather
Reference Page 24, Figure 3, Item 11
• The fill cap/breather allows air movement
between atmosphere and the reservoir, filters
air, and can be opened to add hydraulic fluid.
101502-Dl 25
D Series
Manual Lowering Valve
Reference Page 24, Figure 3, Item 2
• The manual-lowering valve is to be used to
lower the carriage platform or to relieve pres-
sure from the system in an emergency when
the electric down solenoid valve is not func-
tioning. The manual-lowering valve is at the
top of the down solenoid and can open and
close the down valve seat by pulling up on
the knob. To prevent the fluid from flowing
back to the tank during normal operation, be
sure that the valve is completely closed. A
valve that is not completely closed can cause
challenging troubleshooting problems such as
the lift not being able to lift its rated capacity.
^WARNING
Make sure that NO one is present in the
enclosed area beneath the lift when oper-
ating this valve.
Pull knob up to
manually lower
lift.
FOR EMERGENCY USE ONLY
Figure 5
Hydraulic Oil Filter
Reference Page 24, Figure 3, Item 10
• The hydraulic oil filter should be changed at
regular intervals. The filter element must not
be less than 10 micron. Pflow Industries
stocks replacement filters.
Hydraulic Accumulator - (Optional
Equipment)
Reference Page 24, Figure 3, Item 8
• The hydraulic accumulator functions as a
shock absorber 750 psi.
Sight Gauge
Reference Page 24, Figure 3, Item 12
• The sight gauge is a visual oil level indicator.
It may not indicate full due to the size of the
tank and the hydraulic oil requirement for
each lift.
26
Down Solenoid Valve
Reference Page 24, Figure 3, Items 2 and 3
• The down solenoid valve, sometimes referred
to as a "dump valve," is an electrical device
consisting of a coil and plunger with manual
lowering. The plunger is the part inside the
coil that moves when energized with electrici-
ty. The plunger, in its neutral state, closes the
hydraulic circuit to the hydraulic cylinders
placing the cylinders in a hold position and is
the only device holding the hydraulic fluid in
the cylinders except for the velocity fuse.
When energized, the plunger releases the
hydraulic fluid allowing the cylinders to
descend and the fluid to return to the tank. A
down contact button, generally located in a
push button station, when activated, releases
(opens) the down plunger.
• It is very important to know the operating volt-
age of the hydraulic pump motor and the
hydraulic down solenoid valve. The pump
motor may range from 115 volts AC to 575
volts AC, while the hydraulic solenoid may be
24 volts AC to 115 volts AC. Never use elec-
trical current lesser or greater than its rated
capacity.
• Protect the solenoid from excessive heat,
atmospheric contaminants, and all liquid
sprays.
Solenoid Valve Troubleshooting
(Things to check for)
• Dirty oil will clog the fluid passageways and
may contain varnish or fine particles that will
not allow the plunger or check valve to seat
properly and allow fluid to pass.
• Operating pressure is too high and does not
allow the solenoid to lift the plunger to seat
the valve.
• Check for proper operating voltage. It will be
24 volt or 115 volt. Low voltage, excess volt-
age, or voltage spikes will cause problems
and, ultimately, failure of the coil. Solenoid
coils are commonly rated for 85 percent of
operating voltage. Measure the voltage at the
solenoid with a voltmeter. Keep in mind that
utility inlet line voltage can drop during peak
loads, and malfunctions can be expected
when this occurs.
101502-Dl IFlow
Hydraulic Installation Instructions
Solenoid Valve Troubleshooting (Cont'd)
• Check for a broken lead, loose connection, or
burnt coil. Test for potential with a VOM
meter.
• Check for circuit sources outside the solenoid
valve. Use your wiring schematic to trace
back to in-line electrical components that feed
current to the solenoid.
Diagnosing Pump Unit Problems
• Check the rotation direction of the pump
motor. Bump motor for approximately 30 sec-
onds. If lift does not go up, swap two motor
leads to change motor direction (i.e., take Tl
and swap it to T2, take T2 and swap it to Tl).
• Check the pressure relief valve for proper set-
ting.
• Pressure relief setting too low can cause the
hydraulic oil to go in the bypass.
• Pressure switch setting too high can cause
great damage to the total hydraulic system as
well as the lift.
• Any normally closed component in the mani-
fold block that is inadvertently held open may
be a source of trouble in the hydraulic sys-
tem.
• Check the down solenoid valve, manual-low-
ering valve, and check valve.
• Check for stuck parts such as the check
valve, pressure relief valve, and solenoid
valve. Check for excessive wear and worn O-
rings.
• Check for foaming (air bubbles or cream
color) of the oil. Air or water may be in the
oil.
• Air may be created in the system by loose or
improperly connected fittings.
• Check for air leaks at the manifold by squirt-
ing oil from an oilcan at all the control fittings
and at the manifold base.
Check the oil level with the lifting carriage
platform at its lowest level.
Contaminants such as lint, paint, gum,
sludge, and dirt can easily clog the filtering
system and cause problems that are difficult
to isolate in the manifold block components.
Keep the area around the hydraulic unit
clean. Keep the oil, oil filter, and air breather
filter clean.
NOTE
Contamination is a major cause of trouble
for a hydraulic system. It is difficult to
see, but it causes the most failures.
Water may enter the system through conden-
sation or by wash down of equipment.
101501-Dl 27
D Series
(THIS PAGE INTENTIONALLY LEFT BLANK)
28 101502-Dl
D Series VRC Installation Instructions
64 IWIV 090199-DI fTIWlW 29
INDUSTRIAL WASTEWATER DISCHARGE PERMIT
, ,^ , SCREENING SURVEY
Business Name O^P^ f^^X-^ kHJlXfclbUmfUhfi
Street Address OXOO e£»rA. Q€L, MA^ 9^- zJ((^^M> (A ^ZPO<^
Email Address | fOhQflpy\^ I^CCS j^-CO^^ >
PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS)
Check all below that are present at your facility:
Acid Cleaning
Assembly
Automotive Repair
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Biotech Laboratory
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Manufacturing
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Description of operations generating wastewater (discharged to sewer, hauled or evaporated):
Estimated volume of industrial wastewater to be discharged (gal / day):
List hazardous wastes generated (type/volume):
Date operation began/or will begin at this location:
/ Have you applied for a Wastewater Discharge Perniit from the Encina Wastewater Authority?
I Yes
Site Contact,
Signature,
No If yes, when:
^Title
Phone No.
ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941
FAX: (760)476-9852
SAN DIEGO REGIONAL
HAZARDOUS MATERIALS QUESTIONNAIRE
OFFICE USE ONLY
UPFP#
HV#
BP DATE I I
Business Contact Telephone #
( )
Project Address ^ State ZioCode _ APN#
Mailing Address City State ZIpCode Plan File#
Project Contact Telephone #
The following questions represent the fecllKy's actlvKles, NOT the specific project description
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will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fi
jurisdiction prior to plan submittal
1. Explosive or Blasting Agents
2. Compressed Gases
3. Flammable/Combustible Liquids
4. Flammable Solids
Fire Protection Agency with
5. Organic Peroxides
6. Oxidizers
7. Pyrophorics
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questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3 floor, San Diego, CA r
Call (619) 338-2222 priorto the issuance of a building pennit.
FEES ARE REQUIRED.
192101.
Expected Date of Occupancy:. /
1.
2.
3.
4.
5.
6.
YES
•
•
•
•
•
•
NO
Is your business listed on the reverse side of this fonn? (check all that apply).
Will your business dispose of Hazardous Substances or Medical Waste in any amount?
Will your business store or handle Hazardous Substances in quantities equal to or greater than
55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity?
Will your business use an existing or install an underground storage tank?
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Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)?
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permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notificatton fonn to the APCD at least 10 working days prior to
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YES NO
1. • •
2. • •
3. •
4. •
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Name of owner or Authorized Agent Signature of Owner or Authorized Agent Date
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BY:_ DATE:
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COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD
HM-9171 (04/07) County of San Diego - DEH - Hazardous Materials Division
'^5 s 2
i
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