HomeMy WebLinkAbout2173 SALK AVE; ; PC090006; Permit07-13-2009
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Plan Check Permit No PC090006
Building Inspection Request Line (760) 602-2725
Job Address
Permit Type
Parcel No
Valuation
Reference #
Project Title
Applicant
CHIE HONDA
DESIGN CORP
858-794-3222
2173SALKAVCBAD
PLANCK
2120210200 Lot*
$0 00 Construction Type
VENTANAREAL 5396SF Tl TO
SUITES #100 &120//SPEC SUITES
Status
Applied
Entered By
Plan Approved
Issued
Inspect Area
PENDING
03/19/2009
JMA
Owner
RIO SD PLAZA II MASTER LLC
C/0 NEWPORT NATIONAL CORPORATION
1525 FARADAY AVE #100
CARLSBAD CA 92008
Plan Check Fee
Additional Fees
$630 43
$000
Total Fees $630 43 Total Payments To Date $630 43 Balance Due $000
Inspector
FINAL APPROVAL
Date Clearance
NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/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 Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired
04-20-2009
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Permit Permit No
Building Inspection Request Line (760) 602-2725
CB090506
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
Project Title
Applicant
DESIGN CORP
CHIE HONDA
858-794-3222
2173SALKAVCBADSt 100
Tl Sub Type
2120210200 Lot#
$113,890 00 Construction Type
Reference #
SPEC SUITE 3254SF SHELL TO
OFFICE
INDUST
0
5B
Status PENDING
Applied 03/26/2009
Entered By JMA
Plan Approved
Issued
Inspect Area
Plan Check* PC090006
Owner
RIO SD PLAZA II MASTER LLC
C/O NEWPORT NATIONAL CORPORATION
1525 FARADAY AVE #100
CARLSBAD CA 92008
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park Fee
LFM Fee
Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot Water Con Fee
Meter Size
Add'l Pot Water Con Fee
Reel Water Con Fee
Green Bldg Stands (SB1473) Fee
$696 89
$000
$452 98
($31523)
$000
$2392
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$400
Meter Size
Add'l Reel Water Con Fee
Meter Fee
SDCWA Fee
CFD Payoff Fee
PFF (31 05540)
PFF (4305540)
License Tax (3104193)
License Tax (4304193)
Traffic Impact Fee (3105541)
Traffic Impact Fee (4305541)
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Master Drainage Fee
Sewer Fee
Redev Parking Fee
Additional Fees
HMP Fee
TOTAL PERMIT FEES
$000
$000
$000
$000
$2,072 80
$000
$000
$000
$3,920 00
$000
$3400
$16625
$4850
$000
$4,723 52
$000
$000
9?
$11,82763
Total Fees $11,827 63 Total Payments To Date $0 00 Balance Due $11,82763
Inspector
FINAL APPROVAL
Date Clearance
NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/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 Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
04-20-2009
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Permit Permit No
Building Inspection Request Line (760) 602-2725
CB090507
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
Project Title
Applicant
DESIGN CORP
CHIE HONDA
858-794-3222
2173SALKAVCBADSt 120
Tl Sub Type
2120210200 Lot#
$75,390 00 Construction Type
Reference #
SPEC SUITE 2154SF SHELL TO
OFFICE
INDUST
0
5B
Status PENDING
Applied 03/26/2009
Entered By JMA
Plan Approved
Issued
Inspect Area
Plan Check* PC090006
Owner
RIO SD PLAZA II MASTER LLC
C/O NEWPORT NATIONAL CORPORATION
1525 FARADAY AVE #100
CARLSBAD CA 92008
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park Fee
LFM Fee
Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot Water Con Fee
Meter Size
Add'l Pot Water Con Fee
Reel Water Con Fee
Green Bldg Stands (SB1473) Fee
$536 73
$000
$348 87
($31520)
$000
$1583
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$1 00
Meter Size
Add'l Reel Water Con Fee
Meter Fee
SDCWA Fee
CFD Payoff Fee
PFF (31 05540)
PFF (4305540)
License Tax (3104193)
License Tax (4304193)
Traffic Impact Fee (3105541)
Traffic Impact Fee (4305541)
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Master Drainage Fee
Sewer Fee
Redev Parking Fee
Additional Fees
HMP Fee
TOTAL PERMIT FEES
$000
$000
$000
$000
$1,37210
$000
$000
$000
$2,560 00
$000
$34 00
$16625
$4850
$000
$3,13544
$000
$000
9?
$7,903 52
Total Fees $7,903 52 Total Payments To Date $0 00 Balance Due $7,903 52
Inspector
FINAL APPROVAL
Date Clearance
NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/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 Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been oiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired
City of Carlsbad
1635 Faraday Ave . Carlsbad. CA 92008
760-602-2717 / 2718 / 2719
Fax 760-602-8558
Building Permit Application
C-FD - '
Plan Check No.
Est Value
Plan Ck. Deposit^ ££Q.
Date
{JOB ADDRESS
SCRIPTION OF WORK
TLOT» " ~'~
I _ _a
I^OFU
. \_O
SUITE#/SPACE#/UNIT#
O
TENANT BUSINESS NAME CONSTR TYPE" occf GROUP
($0 -- 2.1SI/ SF
EXISTING USE PROPOSED USE GARAGE (SF)
0$
PATIOS (SF)DECKS (SF)FIREPLACE
YES D #_ NO L/
AIRCONDITIONINC,
YES D NO
FIRE SPRINKLERS
YES D NOO d
CONTACT NAME (If Different Fom Applicant)
ADDRESS
APPLICANT NAME
.DDRESS"^_CiU^_U,OttD4_
CITY
'PHONE
FMAll"
STATE ZIP
FAX
CITY
PHONE
gjg<
EMAIL
STATE ZIP
PROPERTY OWNER NAME
™DBKS
CITY STAt£~ZIP
.13m (Wk Cf- «te.|5o
PHONE
3to_o.._u>(n_._^EMAIL
FAX PHOBE-1U?O.U>O1. 4-2 8 (O
EMAIL
ARCH/DESIGNER NAMF & ADDRESS
fer Acu,
I STATE LIC #
*\2WI«
STATE LIC #_ .. xn /n v-i /•' cwss5025^0? 61 CITY BUS Llc *
[Sec 7031 S 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 (o Fie a signed statement that he islicensed pursuant to the provisions of the Contractor s License 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 ofSection 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500})
Workers Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations
: O I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued
| jS I have and will maintain workers' compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My workers compensation insurance carrier and policy
j ' number are Insurance Co £)(_,P (?j£ffiC<Lj^t-V, C, Policy No A- \ (L<jO 5 Co t> ^O^O &~ Expiration Date _<5/_/J?
This section need not be completed if the permit is for one hundred dollars (S100) or less
L"U Certificate of Exemption I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of
California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000) in
addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees
J&$ CONTRACTOR SIGNATURE DATE ft.
/ hereby affirm that 13m exempt from Contractor s License Law for the following reason
n I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s
License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for
sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale)
n I as owner of the properly am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractors License Law does not tipply to an owner of
property who builds or improves thereon and contracts for such projects with conlractor(s) licensed pursuant to Ihe Contractor s License Law)
D I am exempt under Seclion Business and Professions Code for this reason
1 I personally plan to provide the major labor and materials for construction of the proposed property improvement O Yes O Mo
2 I (have / have not) signed an application for a building permit for the proposed work
3 I have contracted with Ihe following person (firm) to provide Ihe proposed conslruction (include name address / phone / contractors license number)
4 I plan to provide portions of the work but I have hired the following person to coordinate svipervise and provide the map woik (include name / address / phone I contractors license number)
5 I wi'l provide some of Ihe work but I have contracted (hired) the following pe^on; tn rirowrle the work Tdraied (include name / address / phone / type of work)
vSS'pROPERTY OWNER SIGNATURE DATE
ll^^.U^M^:^;^^., i^iffbjlujl;-/fct ^.yfe :<
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25'>33 or 25534 of the
Presley Tanner Hazardous Substance Account Act' O Yes BfNo
Is Ihe applicant or future building occupant required to obtain a permit from the air pollution conlrol district or air quality management district' Cl Yes rf No
Is ttie facility to be constructed within 1 000 lent of the outer boundary of a school site' O Yes C/INo
IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code)
Lender s Name Lender s Address
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction
thereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD
AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT
OSHA An OSHA permit is required for excavations over 5 0' deep and demolition or construction of structures over 3 stones in height
EXPIRATION Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within
180 days from the date of such permit or if the buildingpr work authorized by such permrtis suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code)
^rAPPI ICANT S SIGNATURE
EsGil Corporation
In (partnership -with government for (BuiCding Safety
DATE April 2, 20O9 a APPLICANT
JURIS
JURISDICTION Carlsbad ~^J~PLAFTREVIEWER
a FILE
PLAN CHECK NO PC09-06 SET II
PROJECT ADDRESS 2173 Salk Avenue
PROJECT NAME Spec Suite(s) #1OO & #120
XI The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
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
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
XI 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 Telephone #
Date contacted (by ) Fax #
Mail Telephone Fax In Person
REMARKS
By Bryan Zuppiger Enclosures
Esgil Corporation
GA D MB D EJ D PC O3/01/2009
trnsmtl dot
9320 Chesapeake Drue, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576
EsGil Corporation
In Partnership with government for Quitting Safety
DATE March 25, 2009 CI_APPl IGANT
JURISDICTION Carlsbad a PLAN REVIEWER
G FILE
PLAN CHECK NO PC09-06 SET I
PROJECT ADDRESS 2173 Salk Avenue
PROJECT NAME Spec Suite(s) #100 & #120
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
Xj The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
XI The applicant's copy of the check list has been sent to
Chie Honda
444 South Cedros Avenue
Solana Beach, CA 92075
Esgil Corporation staff did not advise the applicant that the plan check has been completed
XJ Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Chue Honda Telephone # 858 794 3222
Date contacted 3' **'* (by &£) Fax # 858 794 3220
Mail(/ Telephone Fax./^\n Person
REMARKS
By Bryan Zuppiger Enclosures
Esgil Corporation
GA D MB D EJ D PC 03/23/2009
trnsmtl dot
9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 +• (858)560-1468 * Fax (858) 560-1576
Carlsbad PC09-06
March 25, 2009
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO PCO9-06
OCCUPANCY B
TYPE OF CONSTRUCTION IIA
SPRINKLERS'? yes
DATE PLANS RECEIVED BY
JURISDICTION
DATE INITIAL PLAN REVIEW
COMPLETED March 25, 2009
JURISDICTION Carlsbad
USE office
ACTUAL AREA 5396 ft2
OCCUPANT LOAD unknown
DATE PLANS RECEIVED BY
ESGIL CORPORATION 03/23/2009
PLAN REVIEWER Bryan Zuppiger
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 2007 CBC that adopts the 2006 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 IBC Section 105 4 of the
2006 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 copy) where each correction
item has been addressed, i e , plan sheet number, specification section, etc Be sure to
enclose the marked up list when you submit the revised plans
Carlsbad PCO9-06
March 25, 2OO9
• PLANS
1 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
a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad
Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700
The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering
and Fire Departments
b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, and (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
2 Please revise the Building Code Data Legend Include the following code information for each
building proposed
• Occupant Load ,
3 The wall Legend on Sheet TI-1 appears to be reversed New walls appear to be existing and
visa-versa
4 Glazing in the fixed panels in swinging doors should be of safety glazing material in accordance
with CBC Section 2406 3
5 Please assign the ceiling details to the reflected ceiling plan
6 Please note that suspended ceilings in Seismic Design Categories D, E & F per ASCE 7-05
Section 135621 shall have the following,
a) A heavy duty T-bar system shall be used
b) The width of the perimeter supporting closure angle shall be no less than 2" In each
orthogonal horizontal direction one end of the ceiling grid shall be attached to the
closure angle The other end in each horizontal direction shall have a %" clearance from
the wall and shall rest upon and be free to slide on a closure angle
c) Note on plan that suspended ceilings shall comply with ASTM C 635 & ASTM C 636
7 The City requires the following notes on the plans
• WIRING METHODS AC Cable is not allowed in A, B, E, H, 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
• The use of flexible metal conduit as a grounding means must comply with City Policy 84-36
• No wiring is permitted on the roof of a building and wiring on the exterior of a building requires
approval by the Building Official City Policy
Carlsbad PC09-O6
March 25, 2009
8 The HVAC unit weight(s) exceed 400lbs an analysis of the existing roof framing from an
engineer or architect licensed by the State of California is required ASCE 1314
The person responsible for their preparation must sign all final sheets of plans (California
Business and Professions Code)
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
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 Bryan Zuppiger at Esgil Corporation Thank you
Carlsbad RC09-06
March 25, 2009
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad PLAN CHECK NO PCO9-06
PREPARED BY Bryan Zuppiger DATE March 25, 2009
BUILDING ADDRESS 2173 Salk Avenue
BUILDING OCCUPANCY B TYPE OF CONSTRUCTION IIA
BUILDING
PORTION
ti
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
Bldn Pprmit FPP hv Drriina
AREA
(Sq Ft)
5396
cb
Valuation
Multiplier
34 37
By Ordinance
Reg
Mod
VALUE ($)
185,461
1
185,461
$88521
Plan Check Fee by Ordinance ^ !
Type of Review [Zi Complete Review
I I Repetitive Fee
" "'; Repeats^^ i
D Other
|—| Hourly
EsGil Fee
Structural Only
Hr
$575 39
$495 72
Comments
macvalue doc
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB DATE
ADDRESS
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
« $17,000.00)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER
ENGINEER
ATE
DOCS'" inning f Approvals
p
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
D Estimate based on unconfirmed information from applicant
D Calculation based on buildipg-plancheck plan submittal
Address <^^ V j_Tx X^A-**—?- ^ Bldg Permit No C
Prepared by ^^r==s~£r^
EDU CALCOLA TION&-7
Types of Use 0-^
Types of Use _
Types of Use ^fe^T
iTypes of Use
Qi* ^/?>\ t
"u^t types and
^ Sq
Sq
Sq
Sq
APT CALCULATIONS List types and
Types of Use £^-pnr~"" Sq
Types of Use
Types of Use
Types of Use
^\
Sq
Sq
Sq
^ ) Decked by
/
square footages for all uses
Ft /Units 7-< ^V
Ft /Units
Ft /Units
Ft /Units
square footages for all uses
Ft /Units -T_J(. (^f
Ft /Units
Ft /Units
Ft /Units
^^^Ro^-L-D^
Date
EDU's / /
EDU's
EDU's
EDU's
ADT's $ ~l
ADT's
ADT's
ADT's
FEES REQUIRED \
WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO
D
Q
a
Q
Q
Q
Q
1 PARK-IN-LIEU FEE NW QUADRANT NE
FEE/UNIT X
2 TRAFFIC IMPACT FEE -o
ADT's/UNITS
3 BRIDGE AND THOROUGHFARE FEE
ADT's/UNITS
4 FACILITIES MANAGEMENT FEE
UNIT/SQ FT
5 SEWER FEE
EDU's I r -
BENEFIT AREA ^3
EDU's / /
6 DRAINAGE FEES PLDA
ACRES
7 POTABLE WATER FEES
UNITS CODE CONNECTION
^ — "X
(DIST
X
ZONE
X
X
X
X
FEE
QUADRANT SE QUADRANT SW QUADRANT
NO UNITS =$ r^*"'
FEE/ADT C^> ^ =$ ^J^O
#1 DIST #2 DIST #3 )
FEE/ADT =$ <^^ '
FEE/SQ FT /UNIT = $
FEE/EDU / ^ ) ^ =$ O ^ -'' ' ^
FEE/EDU ^- J / fJ = $ ~2^~L )\ '*
HIGH /LOW •^^-
FEE/AC - $ -^^"^
*
METER FEE SDCWA FEE IRRIGATION
: \FARMER\KATHY\MASTERS\FEE CALCULATION WORKSHEET doc2008 doc Rev 7/14/00
/'yi \V
ENGINEERING DEPARTMENT
FEE CALCULA TION WORKSHEET
D Estimate based on unconfirmed information from applicant
D Calculation based on building plancheck plan submittal
Address e=^ ^i , ^
Prepared by S*l°[\
EDU CALCULATIONS
Types of Use d>J-^
Types of Use
Types of Use
Types of Use
APT CALCULATIONS
Types of Use Qbf-*
Types of Use
Types of Use
Types of Use
;} (LU&. B|dg Permit No
Date J/'b/O -^Checked by
List types and square footages for all uses
Sq Ft /Units 3> i^ *>""*•/
Sq Ft /Units
Sq Ft /Units
Sq Ft /Units
List types and square footages for all uses
Sq Ft /Units 3^-^ ^
Sq Ft /Units
Sq Ft /Units
Sq Ft /Units
OS z>S> - ^" ® C
Date
EDU's M C0
EDU's
EDU's
EDU's
ADT's T^
i
ADT's
ADT's
ADT's
FEES REQUIRED
WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO
D 1 PARK-IN-LIEU FEE NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANT
FEE/UNIT X NO UNITS = $_
D 2 TRAFFIC IMPACT FEE
ADT's/UNITS ( V X FEE/ADT TJ Q =$
D 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 DIST #2 DIST #3
= $ADT's/UNITS
D 4 FACILITIES MANAGEMENT FEE
UNIT/SQ FT
D 5 SEWER FEE
EDU's
X FEE/ADT
ZONE 3
X FEE/SQ FT /UNIT = $
X
D
BENEFIT AREA
EDU's
6 DRAINAGE FEES
ACRES
j2-
I I W
PLDA
X FEE/EDU 2-"^ 'S^>
HIGH /LOW
X FEE/AC
D 7 POTABLE WATER FEES
UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION
F \FARMF.R\KATHY\MASTERS'-FEE CALCULATION WORKSHEET tfoc2008 doc Rev 7/14/00
* tr -^
7 ^
o—
f5 75Q Q Q
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No PC 09-06 Address 2173SalkAve
Planner Chris Sexton Phone (760) 602- 4624
APN 212-021-02
Type of Project & Use Net Project Density DU/AC
Zoning General Plan Facilities Management Zone _
CFD (in/out) #_Date of participation Remaining net dev acres.
Circle One (For non-residential development Type of land used created by this permit
o
D D
D
n
D
n n
Legend Item Complete
Environmental Review Required.
DATE OF COMPLETION
Item Incomplete - Needs your action
YES D NO D TYPE
Compliance with conditions of approval' If not, state conditions which require action
Conditions of Approval
Discretionary Action Required YES D NO D TYPE
APPROVAL/RESO NO DATE
PROJECT NO
OTHER RELATED CASES
Compliance with conditions or approval9 If not, state conditions which require action
Conditions of Approval _
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES Q NO Q
CA Coastal Commission Authority? YES Q NO Q
If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103,
San Diego, CA 92108-4402, (619) 767-2370
Determine status (Coastal Permit Required or Exempt) _
Habitat Management Plan
Data Entry Completed? YES D NO D
If property has Habitat Type identified m Table 1 1 of HMP, complete HMP Permit application and
assess fees in Permits Plus
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type
impacted/taken, UPDATE')
Inclusionary Housing Fee required YES CD NO Q
(Effective date of Inclusionary Housing Ordinance - May 21 , 1993 )
Data Entry Completed? YES D
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N,
Enter Fee, UPDATE') '
H \ADMIN\Template\Building Plancheck Review Checklist doc Rev 4/08
•Site Pfan
13 D C Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements,
existing and proposed structures, streets, existing street improvements, right-of-way width,
dimensional setbacks and existing topographical lines (including all side and rear yard slopes)
Provide legal description of property and assessor's parcel number
DD
Policy 44 - Neighborhood Architectural Design Guidelines
1 Applicability YES D NO Q
2 Project complies YES D NOQ
Zoning-
1 Setbacks
Front
Interior Side
Street Side
Rear
Top of slope
Required.
Required.
Required.
Required.
Required.
2 Accessory structure setbacks
Front
Interior Side
Street Side
Rear
Structure separation
Shown
Shown
Shown
Shown
Shown
Required
Required
Required
Required
Required
Shown
Shown
Shown
Shown
Shown
D D 3 Lot Coverage Required Shown
D 4 Height Required.Shown
D D D
5 Parking Spaces Required 22 Shown 22
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required Shown
Additional Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE^nlfj -
H \ADMIN\Template\Building Plancheck Review Checklist doc Rev 4/08
Carlsbad Fire Department
Plan Review Requirements Category PLANCK ,
Date of Report 04-17-2009 Reviewed by
Name CHIE HONDA
Address DESIGN CORP
BLBO. DEPT COPYPermit # PC090006
Job Name VENTANA REAL 5396SF TI TO
Job Address 2173 SALK AV CBAD
INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot
adequately conduct a review to determine compliance with the applicable codes and/or standards Please review
carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded",
to this office for review and approval
Conditions:
Cond CON0003397
[MET]
Sheet TI-1 - Doors used for egress (breakroom) shall meet the following requirements
Only main exterior door or doors are permitted to be equipped with key-operated locking devices
from the egress side in accordance with CFC 1008 1 6 All others shall be no knowledge, single
action in accordance with CFC 1008 1 8 and 1008 1 8 4
Entry 04/15/2009 By cwong Action AP
Cond CON0003401
[MET]
** APPROVED
THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A
BUILDING PERMIT
THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT
NOTATIONS,
CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND
REGULATIONS
THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW
Entry 04/17/2009 By cwong Action AP
SAN DIEGO REGIONAL
HAZARDOUS MATERIALS QUESTIONNAIRE
OFFICE USE
Hit
ONLY
BP DATE / /
SA/M
APCD
Business Name Contact Person
L.UC. JgF^
Telephone
Mailing Address City 'Slate
00
Plan File*
Site Address City State Zip Plan File#/Permlt/l>
Av/jg-. CO.
PART I. FIRE DEPARTMENT . HAZARDOUS MATERIALS-MANAGEMENT DIVISION. OCCUPANCY CLASSIFICATION
Indicate by circling the item, whether your business will use, process, or store any o( the tallowing hazardous materials (/ any of the rtemj are
circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan jubmittal.
1 Explosive or Blasting Agents 4 Flammable Solids
2 Compressed Gases 5 Organic Peroxides
3 Flammable or Combustible Liquids 6 Oxldizers
7 Pyrophoncs 10 Cryogenics
8 Unstable Reactives 11 Highly Toxic or Toxic Materials
9 Water Reactives 12 fladioactiyes
13 Corrosives
14 Other Health Hazards
PART II. SAN DIEGO COUNTY PEPARTMENT OF ENVIRONMENTAL HPflj fH . HAZARDOUS MftTpP|A'-S MANAGEMENT DIVISION (HMMOI.
If the answer to eny of the questions is yes. applicant must contact the County of San Oiego Hazardous Materials Management
Division, 1265 Imperial Avenue, 3rd Floor, San Oiego, CA 92101 Telephone 16191 338-2222 prior to the issuance of a building
department permit
FEES MAY BE REQUIRED
Yes „ No
Is your business listed on the reverse side of this form?
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 SS 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?
Will your business store or handle Regulated Substances (CalARP)?
Will your business Use or install a Hazardous Waste Tank System (Title 22, Article 101
M nicnn rnnniVv A IB oni i IITIDMC rnurorM nicToii*T—
CalARP Exempt
Date Initials
CalARP Required
Date Initials
Q CalARP Complete
Date Initials
If the answer to eny of the questions is yes, applicant must contact the Air Pollution Control District, 9160 Chesapeake Onve, San Oiego, CA 92123
Telephone '- (856) 650-4590 prior to the issuance of a building department permit
1 O wi" tfw Intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the
i reverse side of this form?
2 D (\) (ANSWER ONLY IF QUESTION 1 IS YES ) Will the subject facility be located within 1 ,000 feet of the outer boundary of a school IK through
1 2) as listed In the current Directory of School and Community College Districts, published by the San Diego County Office of Education and
the current California Private School Directory, compiled in accordance with provisions of Education Code Section 33190?
3- f~l P^s Ooes the building or structure for which thj« permit is requested contain an fnatrfe asbestos?
Briefly describe business activity and proposed project
•pg&\ fca ULAJ s o v^
Name of Owner or Authorized Agent Signature o/'t>wnefW Authorized Agent Date
I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true and correct
FOR OFFICIAL USE ONLY
FIRE DEPARTMENT OCCUPANCY CLASSIFICATION _.
8V Date
EXEMPT OR NO FURTHER INFORMATION REQUIRED
COUNTY HMMO APCD
1
RREAStD fOR 6UU.DINC PlftMIT BUT NOT TOfl OCCUPANCY
COUNTY-HMMO APCD
ftflEASEO FOR OCCUPANCY
COUNrr-HMMD APCD
APR-12-2006 WED 07:12 AM CITY OF CARSLBAD FAX NO. 760 602 8558 P, 02
Community Facilities District No. 1
NON-RESIDENTIAL CERTIFICATE: Non-ReSIdential Land Owner,
please read this option carefully and be sure you thoroughly understand the options before
signing. The option you chose will affect your payment of the developed Special Tax
assessed on your property, this option is available only at the time of the first building
permit issuance. Property owner signature is required before a building permit will be
issued. Your signature is confirming the accuracy of all information shown.
3T /Mr
Name of Owner Telephone
(13
Addresa Project Addrctt
Carlsbad. California 9200
City, State Zip Code City, State Zip Code
Assesioi 'i Parcel Number or APN and Lot Number if not yet subdivided by County Assessor,
Building Permit Numbers)
As cited by Ordinance No NS-153 and adopted by the City of Carlsbad, California, the City is authorized
to levy a Special Tax in Community Facilities District No I. All non-iBsidentwl property, upon the
issuance of a bxnldlfig permit, shall have die option to (1) pay the SPECIAL DEVELOPMENT TAX ONE-
TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to
exceed twenty-five (25) years Please indicate your choice by initialing the appropriate line below
I elect to pay the SPECIAL TAX - ONE-TIME DJJ.W, as a one-tune payment Amount of
One-Tune Special Tax- $ foZ. Q^S • _ __ Owner's Initials
OPTION ( 1 ).
OPTION (2)
I 00 HEREBY CERTIFY UNDER PENALTY OP PERJURY THAT THE UNDERSIGNED IS THE
PROPERTY OWNER nr TTTF mmmfTT rnnrPJlTY AND THAT I UNDERSTAND AND WTLT,
COMPLYJV1TH THE PROVISIONS AS STATED ABOVE
I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to
exceed JrwEnt-frvt .(25) years Maximum Annual /Special Tax'
Owner's Imtiala '
Title
Print N Date
The City of Carlsbad has not independently verified (he information shown above Therefore, we accept no
responsibility as to the accuracy or cornplete
Land Use. FY . Factor &ug»xAsquareFt S/lg) ~ (01* ,~
C O \ S U LTJ: N C. S T R_UCT V R A L EN G I N jiE_R_S
M-'IS1. i:': -\.I.;LH.' L \i \, poll '>>. •.., \\ « iilir. >'•••., '•-'< !!':^;
STRUCTURAL CALCULATIONS
MECHANICAL UNIT SUPPORTS
VENTANA REAL LOT2
(SUITE 100)
15750 ALTON PARKWAY
IRVINE, CA
ALL SHEETS
March, 2009
KLT# 09019
( O N S L LT1 N^i_STj? IH. T_l J R A 1 I7 N G I N E T R S
! ' \ ' Oi'lli' |: .Sit fy TI ,n i-L...!! f ,;!!-. ,,'-i;f.'.(
••-,'•;. .VH I ^iiK '-\\ t <•;' i .:•(>. i :in
STRUCTURAL CALCULATIONS
MECHANTCAL UNIT SUPPORTS
VENTANA REAL LOT2
(SUITE 120)
3 5750 ALTON PARKWAY
IRVINE, CA
ALL SHEETS
March, 2009
KLT#09019
KLT
CONSULTING STRUCTURAL ENGINEERS
3430 Irvine Avenue, Newport Beach, CA 92660
Tel (949)263-1308 Fax (949)263-1310
PROJECT
SUBJECT
tm 2 DATE 3 ~
/////CALC BY ,TC
SHEET .
JOB
OF
3.4*
PL 2
LL -
K)
\SZA\t
t
ft)
,P
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fe)
KIT CONSULTING STRUCTURAL ENGINEERS
3430 IRVINE AVE
NEWPORT BEACH
CA 92660
TEL (949)263-1308
_FAX.(?49)263-1310
Composite Steel Beam Design
Lie. *: KW-06004033
Description CHECK (E)FLOOR BEAM W16x26 FOR (N)MECH UNITWT=441#
Material Properties
Analysis Method Load Resistance Factor Design
Beam Bracing Beam is Fully Braced against lateral-torsion buckling by attached sla
Load Combination 2006 IBC & ASCE 7-05
Fy Steel Yield 50 0 ksi E Modulus 29,000 0 ksi
Title VENTANA LOT 2 T I
Dsgnr
Project Desc
Project Notes
File L \VENTANAWentanaec6
ENERCALC INC 1983-2008 Ver 6021 NM2«2
License Owner: KLT
Calculations per IBC 2006. CBC 2007 13th AISC
Composite Beam Section Data
Total Slab Thickness 6 50 in
Effective Width 40ft
Metal Deck
Ribs Perpendicular
Concrete fc
Concrete Density
Rib Height
Rib Spacing
Beam is UNSHOREO for Concrete Placement
4 0 ksi Stud Diameter 3/4" in
1450pcf Qn Stud Capacity 110k
30 in Top Width 60 in
120 in BtmWidth 550m
T „
'
W16X26
370ft
Applied Loads Service loads entered Load Factors will be applied for calculations
Load for Span Number 1
Uniform Load 0 = 0 9060, L = 0 640 k/ft, Tributary Width = 1 0 ft, Applied after cunnq
Point Load D = 0 4410 k @ 18 50 ft, Applied after cunnq_
Maximum Bending Stress Ratio =
Section used for this span
Percent Composite Action
Construction
Mu Applied 00
Mn'Phi Allowable 165750
0 978 1
W1 6X26
100%
After Cunng
366 125 k-ft
374 458 k-ft
Load Combination After Curing
Location of maximum on span
Span # where maximum occurs
+1 200*0 50Lr+1 60L+1 60H
186242ft
Span#1
Maximum Deflection
Max Downward L+Lr+S Deflection 0 972 in
Max Upward L+Lr+S Deflection 0 000 in
Live Load Deflection Ratio 456
Max Downward Total Deflection 0 972 in
Max Upward Total Deflection 0 000 in
Total Deflection Ratio 456
Shear StucLRequirements _________
From Support 1 @ to 18 62 ft use 35 studs
From 18 62 ft to support 2 use 35 studs
Maximum Forces & Stresses for Load Combinations
Load Comb & Design Length
Span*
1 4 Dl on StIBm Before Curing
Span L = 37 ft 1
1 4 DL on StIBm After Curing
Span L = 37 ft 1
After Curing +1 40D
Span L = 37 ft 1
After Cunng +1 20D-0 50Lr+1 60L*
Span L = 37 ft 1
After Curing +1 200+1 60U+0 SOL
Max Stress Ratios
M V Ma-Const
0595
0978
0135
0223
Maximum Shear Stress Ratio =
Section used for this span
Vu Applied
Vn*Phi Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Bending Summary
MnS«rPru Ma-NonConst MnTr*Phi
16575
16575
22272
36613
37446
37446
Design OK
0223 1
W16X26
393218 k
176625 k
span 1
00 ft
Span # 1
Shear Summary
Va Vn * Phi
2377
3932
17663
17663
KLT CONSULTING STRUCTURAL ENGINEERS
3430 IRVINE AVE
NEWPORT BEACH
CA 92660
TEL (949)263-1308
FAX (949)263-1310
Composite Steel Beam Design
Lie. *: KW-06004033
Title VENTANA LOT 2 T I
Dsgnr
Project Desc
Project Notes
3
Fite L \VENTANAWentanaec6
ENERCALC INC 1983-2008 Ver 6021
Lfctnse Owmr:
Description CHECK (E)FLOOR BEAM W16x26 FOR (N) MECH UNIT WT=4413
Load Comb & Design Length
Span*
1Span L = 37 ft
After Curing +120D+0 50L+1 60S
Span L = 37 ft 1
Max Stress Ratios
"M v
0656 0149
Ma-Const
Bending Summary
MnStTPhi
" "~165"75""
0656 0149 16575
Maximum Deflections for Load Combinations • Unfactored Loads
Ma-NonConst
"245 66
24566
MnTr*Phi
37446"
37446
Shear Summary
Va Vn'Phi
26 30 176 63
Location Dead Load Defl Dead Load Defl
Load Combination
DL on Steel Alone BEFORE Curing
DL on Steel Atone BEFORE Cunng
DL on Steel Atone AFTER Cunng
DL on Steel Atone AFTER Curing
After Cunng D after + Lr+L+S
After Curing D after + Lr+L+S
After Curing Dafter + D + Lr + L
After Cunng D after + D + Lr + L
AfterCunng Dafter + D + L + S
After Cunng Dafter + D+L+S
AfterCunng Dafter + D + L + W
AfterCunng Dafter + D+L+W
AfterCunng Dafter + D+L + S
After Curing Dafter + D + L + S
AfterCuring Dafter + D+L + S
AfterCunng Dafter + D + L + S
Span in Span Before Cunng
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
1
1
1
1
37000
37000
37000
37000
18624
0000
18624
0000
16624
0000
18624
0000
18624
0000
18624
0000
Maximum Vertical Reactions • Unfactored
Load Combination
CveralTMAXimum
DL Applied Before Cunng
Lr+L+S
(Dbc-Dac)+Lr + L
(Dbc-Dac) + L + S
(Dbc-Dac)+L + W+S/2
(Dbc-Dac) + L + S+W/2
(Dbc-Dac) + L + S+E/14
. Steel Section Properties :
Depth
Web Thick
Flange Width
Flange Thick
Area =
Weight
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000ooooo
00000
ooooo
Support notation
AfterCunng
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
Far !efi is #1
Const Loads
Net Defl
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
Support 1 Support 2
11840
11840
11840
11840
11840
11840
11840
W16X26
15700 in
0250 in
5500 in
0345 in
7680 m*2
26143 plf
11840
11840
11840
11840
11840
11840
11840
Ixx
Sxx
Rxx
Zx
301 00 m"4
=
=
=
3840 in
6 260 in
44 200 in
A3
A3
lyy
Syy
Ryy
Zyj
Composite Section Properties
Span Number
Plastic N A Location
Span"1
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
Analysis % Shear
Type Connection
1000
950
900
850
800
750
700
650
600
550
500
450
400
350
300
250
Plastic N A
from Bottom
15700
15665
15630
15595
15560
15525
15491
15456
15421
15386
15265
14497
13729
12961
12193
11425
SumQn
Shear (k)
384000
364800
345600
326400
307200
288000
268800
249600
230400
211200
192000
172800
153 600
134400
115200
96000
# Studs per
1/2 Span
35
34
32
30
28
27
25
23
21
20
18
16
14
13
11
9
Mn - Capac
k-ft
41606
40942
40253
39541
388 Of,
38045
37261
36454
35623
34769
34322
33538
32619
31558
30349
28984
Non-Dead
Load_Defl_
FOOT
0000
0000
0000
0972
0000
0972
0000
0972
0000
0972
0000
0972
0000
0972
0000
2630
Total
Deflection
"6 obooooo
0.000
0000
0972
0000
0972
0000
0972
0000
0972
0000
0972
0000
0972
0000
17663
Ixx - Used
30100
30100
30100
30100
96740
96740
96740
96740
96740
96740
96740
96740
96740
96740
96740
96740
9 590 mA4
3490 m*3
1 120 in
5 480 mA3
0 262 in*4
Moment of Inertia
l-Steel l-Trans l-Lwr Bound
9674
9561
9437
9299
9147
8980
8796
8594
8371
8127
7858
7563
7237
6878
6482
6045
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
12166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
12166
12166
1,2166
12166
KLJ CONSULTING STRUCTURAL ENGINEERS
3430 IRVINE AVE
NEWPORT BEACH
CA 92660
TEL (949)263-1308
._FAXJ94?J263-1310
Composite Steel Beam Design
Lie. *: KW-06004033
Title VENTANA LOT 2 T I
Dsgnr
Project Desc
Project Notes
Job#
File L \VENTANA\ventanaec6 •
198J-2008 Vet 6021 N 54252 I
Liccns* Owntr: KLT
Description CHECK (E)FLOOR BEAM W14x22 FOR (N) MECH UNIT WT=441#
Material Properties
Analysis Method Load Resistance Factor Design
Beam Bracing Beam is Fully Braced against lateral-torsion buckling by attached sla
Load Combination 2006 IBC & ASCE 7-05
Fy Steel Yield SOOksi E Modulus 29,000 0 ksi
Calculations per IBC 2006, CBC 2007.13th AISC
401 -
SJ '"' Vl: "">' vt: '"' ' vfr ' X -
>mposite Beam Section Data
tal Slab Thickness 6 50 in Concrete fc
ectove Width 40ft Concrete Density
ital Deck Rib Height
» Perpendicular Rib Spacing
Beam is UNSHORED for Concrete Placement
0(0,4
0(0 902|
m Y
ji7A.. ;'*.'•'>!, ;.'••.! f> . •
40ksi
1450pcf
30 m
120 in
41)
L(064)
^P-':* • ' ••' '
Stud Diameter
Qn Stud Capacity
Top Width
Btm Width
T ji<
3/4" m
110k
60 in
5 50 in
T
W16X26
240ft
Applied Loads
Load for Span Number 1
Uniform Load D = 0 9020, L = 0 640 k/ft, Tributary Width = 1 0 ft, Applied after curing
Point Load D = 0 4410 k @ 12 0 ft, Applied after cunnq
DESIGN SUMMARY
Maximum Bending Stress Ratio = 0413 1
Section used for this span W16X26
Percent Composite Action 100%
Consfrudion After Curing
Mu Applied 00 154808k-ft
Mn'Phi Allowable 165750 374458k-ft
Load Combination After Curing
Location of maximum on span
Span # where maximum occurs
Service loads entered Load Factors will be applied for calculations
+1 20D-K) 50Lr+1 60L+1 60H
119195ft
Span#1
Maximum Deflection
Max Downward L+Lr+S Deflection 0 172 in
0 000 in
1673
0 172 in
0 000 in
1673
Max Upward L+Lr+S Deflection
Live Load Deflection Ratio
Max Downward Total Deflection
Max Upward Total Deflection
Total Deflection Ratio
Shear Stud Requirements
From Support 1 @ to 12 72 ft use 35 studs
From 12 72 ft to support 2 use 35 studs
Maximum Forces & Stresses for J.oad Combinations
Load Comb & Design Length "~ Max Stress Ratios
Span* M V Ma Const
1 4 DL on SliBm Before Curing
Span L = 24 ft 1
1 4 DL on StIBm After Curing
Span L = 24 ft 1
After Curing +1 40D
Span L = 24 ft 1 0253 0088
After Cunng +1 20D-0 50LM 60L'
Span L = 24 ft 1 0413 0145
After Cunng +1 ?OD-1 60Lr*€ 501
Maximum Shear Stress Ratio =
Section used for this span
Vu Applied
Vn*Phi Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Bending Summary
MnStr'Phi Ma-NonConst MnTr'Phi
165 75 94 60 374 46
16575 15481 37446
Design OK
0.145
W16X26
255414 k
176625 k
spanl
00 ft
Span # 1
1
Shear Summary
Va Vn * Phi
1546 17663
2554 17663
KLT CONSULTING STRUCTURAL ENGINEERS
3430 IRVINE AVE
NEWPORT BEACH
CA 92660
TEL (949)263-1308
FAX (949)263-1310
Composite Steel Beam Design
Lie. *: KW-M004033
Title VENTANA LOT 2 T I
Dsgnr
Project Desc
Project Notes
Job *
File I \VENTANA\ventanaec6
ENERCALC INC 19832008 Ver 6021 N 54792
Lic«ns* Ownw: KL
Description CHECK (E)FIOOR BEAM W14x22 FOR (N) MECH UNIT WT=441S
Load Comb & Design Length
Span*
~SpanTT24~fT " "1"
AfterCunng +1 20D«0 50L+160S
Span L = 24 ft 1
Max Stress Ratios
M V"
"0278 0097
Ma-Const
Bending Summary
MnSlvPhi Ma-NonConst
" 16575 104 12
MnTr'Phi
"37446"
Shear Summary
Va " Vn'Phi
1709 17663
0278 0097 16575 10412
Maximum Deflections for Load Combinations • Unfactored Loads
37446 1709 17663
Location Dead Load Defl Dead Load Defl
Load Combination
DL on Steel Alone BEFORE Cunng
OL on Steel Atone BEFORE Cunng
DL on Steel Atone AFTER Cunng
DL on Steel Atone AFTER Cunng
After Cunng D after + LH.+S
After Cunng D after + Lr-H.+S
After Cunng D after + D + Lr + L
After Cunng D after + 0 + Lr + L
After Cunng D after + D + L+S
AfterCunng D after + D + L + S
After Cunng Dafter + D + L+W
AfterCunng D after + D+L + W
AfterCunng D after + D + L + S
AfterCunng Dafter + D+L + S
AfterCunng D after +D + L+S
AfterCunng Dafter + D + L+S
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Span
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
in Span Before Cunng After Cunng
24000
24000
24000
24000
12081
0000
12081
0000
12081
0000
12081
0000
12081
0000
12081
0000
vMMmum Vertical Reactions • Unfactored
Load Combination
Overall MAXimum
DL Applied Before Cunng
Lr+L+S
(Dbc-Dac) + Lr + L
(Dbc-Dac) + L + S
(Dbc-Dac) + L+W + S/2
(Dbc-Dac) + L + S + W/2
(Dbc-Dac) + L + S + E/14
Steel Section Properties :
Depth =
Web Thick
Flange Width
Flange Thick =
Area =
Weight
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
Const Loads Non-Dead Toy
Net Defl Load Defl Deflection Ixx
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0172
0000
0172
0000
0172
0000
0172
0000
0172
0000
0172
0000
0000
0000
0000
0000
0172
0000
0172
0000
0172
0000
0172
0000
0172
0000
0172
0000
Used
301 00
30100
30100
30100
96740
96740
96740
96740
96740
96740
96740
96740
96740
96740
96740
96740
Support notation FariefhsfH
Support 1 Support 2
7680
7680
7680
7680
7680
7680
7680
W16X26
15700 in
0250 in
5500 in
0345 in
7680 in*2
26143 plf
7"680
7680
7680
7680
7680
7680
7680
Ixx
Sxx
Rxx
Zx
=
=
=
=
"
301 00 mA4
3840 m*3
6 260 in
44 200 mA3
lyy
Syy
Ryy
Zy
J
9590
3490
1 120
5480
0262
""
m*4
m»3
in
in"3
mA4
Composite Section Properties
Span Number
Plastic N A Location
Span 1
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
Analysis % Shear
Type Connection
1000
950
900
850
800
750
700
650
600
550
500
450
400
350
300
250
Plastic N A
from Bottom
15700
15665
15630
15595
15560
15525
15491
15456
15421
15386
15265
14497
13729
12961
12193
11425
Sum On
Shear (k)
384000
364800
345600
326400
307200
288000
268800
249600
230400
211200
192000
172800
153600
134400
115200
96000
# Studs per
1/2 Span
35
34
32
30
28
27
25
23
21
20
18
16
14
13
11
9
Mn - Capacity
k-ft
41606
40942
40253
39541
38805
38045
37261
36454
35623
34769
34322
33538
32619
31558
30349
28984
Moment of Inertia
l-Steel
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
3010
l-Trans l-Lwr Bound
1,2166
1.2166
1.2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
1,2166
12166
1,2166
1,2166
9674
9561
9437
9299
9147
8980
8796
8594
8371
8127
7858
7563
7237
6878
6482
6045
KLT
CONSULTING STRUCTURAL ENGINEERS
(,
c 3430 Irvine Avenue, Newport Beach, CA 92660
Tel (949)263-1308 Fax (949)263-1310
PROJECT
SUBJECT
\/fH7ANA .J.DATE 4 ~'i ! -SHEET OF
CALC BY JOB
\4JOc. -2>3
L-
2,7/
3 -
KLT CONSULTING STRUCTURAL ENGINEERS
3430 IRVINE AVE
NEWPORT BEACH
CA 92660
TEL (949)263-1308
__FAXJ9J9)263;1310 _
Composite Steel Beam Design
Lie. *: KW-06004033
Description CHECK (E)FLOOR BEAM W27x84 FOR (N) MECH UNIT LOADS
Material Properties
Analysis Method Load Resistance Factor Design
Beam Bracing Beam is Fully Braced against lateral-torsion buckling by attached sla
Load Combination 2006 IBC & ASCE 7-05
Fy Steel Yield SOOksi E Modulus 29,000 Oksi
Title VENTANA LOT 2 T I
Dsgnr
Project Desc
Project Notes
JOb* ;//„«,-'
7
File LAVENTANA\ventanaec6
ENERCALC INC 1963-2008. Ver 6021
License Owner: KLT
Calculations per IBC 2006 CBC 2007 13th AISC
Composite Beam Section Data
Total Slab Thickness 6 50 in
Effective Width 40ft
Metal Deck
Ribs Parallel
Concrete f c
Concrete Density
Rib Height
Rib Spacing
40ksi
1450pcf
30 in
120 in
Beam is UNSHORED for Concrete Placement
Stud Diameter 3/4" in
Qn Stud Capacity 11 Ok
Top Width 60 in
Btm Width 5 50 in
D(0 882)
DO 714J L(2 64)
W27X84
320ft
Service loads entered Load Factors will be applied for calculations
Load for Span Number 1
Uniform Load D = 3 7140, L = 2 640 k/ft, Tnbutary Width = 1 0 ft, Applied after cunnq
Point Load 0 = 0 8820 k @ 16 0 ft, Applied after cunnq
Maximum Bending Stress Ratio =
Section used for this span
Percent Composite Action
Consfrucfton
Mu Applied 00
Mn'Phi Allowable 9150
0771 1
W27X84
100 %
Alter Cunng
1,11950k-ft
1,452 87 k-ft
Load Combination After Cunng
Location of maximum on span
Span # where maximum occurs
*-120D-tQ50Lr-t-160L+160H
158926ft
Span # 1
Maximum Deflection
Max Downward L+Lr+S Deflection
Max Upward L+Lr+S Deflection
Live Load Deflection Ratio
Max Downward Total Deflection
Max Upward Total Deflection
Total Deflection Ratio
0 374 m
0 000 in
1026
0 374 m
0 000 in
1026
Shear Stud Requirements
From Support 1 @ to 1611 ft use 74 studs
From 1611 ft to support 2 use 74 studs
Maximum Forces & Stresses for J.oad Combinations
Max Stress RatiosLoad Comb & Design Length
Span# M
1 4 DL on SUBm Before Curing
Span L = 32 It 1
1 4 DL on StIBm After Cunng
Span L = 32 ft 1
After Curing +1 40D
Span L = 32 ft 1 0 465
After Cunng +1 200*0 50LM 60L-
SpanL = 32ft 1 0771
After Cunng +1 200*1 60Lr+0 50L
Ma-Const
0152
0252
Maximum Shear Stress Ratio =
Section used for this span
Vu Applied
Vn*Phi Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
pending Summary
MnStrPhT "Ma-NonConst MnTr'Phi
91500 67533 145287
91500 1,11950 145287
Design OK
0252 1
W27X84
139422 k
552690 k
span 1
00 ft
Span # 1
Shear Summary
Va Vn'Phi
8381 55269
13942 55269
KIT CONSULTING STRUCTURAL ENGINEERS
3430 IRVINE AVE
NEWPORT BEACH
CA 92660
TEL (949)263-1308
.. FAX.(94?)263-1310
Composite Steel Beam Design
Lie. #: KW-06004033
Description CHECK (E)FLOOR BEAM W27x84 FOR (N) MECH UNIT LOADS
Load Comb & Design Length Max Stress Ratios
Span# M V
~SpanL = 32~ft ~"l " " 0515 0"168
After Cunng +1 200*0 50L+1 60S
Span L = 32 ft 1 0515 0168
Maximum DeflectionsJor LpadjCombinations • U
Load Combination Spar
"DUbn Steel Aione"B"EF6RE"Cunng Upward 1
DL on Steel Atone BEFORE Cunng Downward 1
DL on Steel Atone AFTER Cunng Upward 1
DL on Steel Atone AFTER Cunng Downward 1
After Cunng D after + LN.+S Upward 1
After Cunng D after + LH.+S Downward 1
After Cunng D after + D + Lr + L Upward 1
After Cunng D after+ D + Lr + L Downward 1
AfterCunng Dafter + D+L+S Upward 1
After Cunng D after + D + L + S Downward 1
AfterCunng Dafter + D + L+W Upward 1
After Cunng D after+ D+L + W Downward 1
AfterCunng Dafter + D + L + S Upward 1
AfterCunng D after+ D+L+S Downward 1
AfterCunng D after+ D + L+S Upward 1
After Cunng D after + D + L + S Downward 1
Title VENTANA LOT 2 T I
Dsgnr
Project Desc
Project Notes
File L \VENTANAWentanaec6
ENERCALC INC 1983-2008 Ver 6 0 21 N 54292
LJc«ns» Owntr: KLT
Bending Summary
a-Const
tared
ication
Span
"32000"
32000
32000
32000
16107
0000
16107
0000
16107
0000
16107
0000
16107
0000
16107
0000
MnStl * Phi
"~9iToo~
91500
Loads
Dead Load Defl
Before Cunng
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
Ma-NonConst
" "74781
74781
Dead Load Defl
After Cunng
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
MnTr'Phi
1,45287
1 452 87
Const Loads
Net Defl
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
Non-Dead
Load Defl
0000
0000
0000
0000
0374
0000
0374
0000
0374
0000
0374
0000
0374
0000
0374
0000
Shear Summary
Va
9296
9296
Total
Deflection
0000
0000
0000
0000
0374
0000
0374
0000
0374
0000
0374
0000
0374
0000
0374
0000
Vn * Phi
55269
55269
Ixx Use
2,850
2850
2,850
2.850
5,801
5,801
5801
5,801
5801
5,801
5,801
5801
5801
5,801
5,801
5,801
Maximum Vertical Reactions • Unfactored Support notation f<tf «rt ;> #'
Load Combination
OverairMAXimum
DL Applied Before Cunng
LH.+S
(Dbc-Dac)+Lr + L
(Dbc-Dac) + L + S
(Dbc-Dac) + L+W + S/2
(DboDac) + L+S+W/2
(Dbc-Dac)+L+S+E714
Steel Section Properties
Depth ' =
Web Thick
Flange Width
Flange Thick
Area =
Weight
Support 1
42240
Support 2
42240
42240
42240
42240
42240
42240
42240
W27X84
42240
42240
42240
42240
42240
42240
26700 in I xx
0460 in Sxx
10000 in Rxx
0640 in Zx
24800 inA2
84419 plf
Composite Section Properties
Span Number Analysis % Shear
Plastic N A Location Type Connection
Span~1 "
PNA in Flange 1000
PNA in Flange 95 0
PNA in Flange 900
PNA in Flange 85 0
PNA in Flange 800
PNA in Flange 75 0
PNA in Web 700
PNA in Web 650
PNA in Web 60 0
PNA in Web 55 0
PNA in Web 50 0
PNA in Web 45 0
PNA in Web 40 0
PNA in Web 350
PNA in Web 30 0
PNA in Web 25 0
2,85000 inM
213 00 inA3
10700 in
244 000 m*3
lyy
Syy
Ryy
zy
J
Plastic N A
from Bottom
26266
26226
26185
26145
26105
26064
25279
24403
23527
22651
21775
20899
20023
19148
18272
17396
Sum On
Shear (k)
805 800
765 510
725220
684 930
644 640
604350
564060
523 770
483 480
443 190
402900
362610
322 320
282 030
241 740
201 450
# Studs per
1/2 Span
74
70
66
63
59
55
52
48
44
41
37
33
30
26
22
19
Mn • Capacity
k-ft
1,61430
1,60752
1,59978
1,59110
1,58147
1,57090
1,59055
1,581 63
1,56910
1 552 85
1,53279
1,50879
1,48074
1 448 49
141189
1 370 77
106000 inM
21 200 in«3
2 070 in
33 200 in»3
2 810 inA4
Moment of Inertia
l-Steel l-Trans l-Lwr Bound
5,801 1
5,750 6
56940
5,630 7
5,5604
5,482 5
5,3964
5,301 6
5,1974
5,083 0
4,957 6
4,820 4
46704
45065
4,327 5
41321
2,8500
2,8500
2,8500
2,850 0
2,8500
2,8500
2,8500
2,8500
2,8500
2,850 0
2,8500
2,8500
2,850 0
28500
2,850 0
28500
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
6,924 7
KLT CONSULTING STRUCTURAL ENGINEERS
3430 IRVINE AVE
NEWPORT BEACH
CA 92660
TEL (949)263-1308
_£AXJ949)263-1310
Composite Steel Beam Design
Lie. #: KW-06004033
Description CHECK (E)FIOOR BEAM W24x68 FOR (N) MECH UNIT LOADS
Material Properties
Analysis Method Load Resistance Factor Design
Beam Bracing Beam is Fully Braced against lateral-torsion buckling by attached sla
Load Combination 2006 IBC & ASCE 7-05
Fy Steel Yield 50 0 ksi E Modulus 29,000 0 ksi
Composite Beam Section Data
Title VENTANA LOT 2 T I
Dsgnr
Project Desc
Project Notes
File L \VENTANAWentanaec6 •
ENERCALC INC 1983-2008 Ver 6021 N 542?; I
Llctns* OWMT : KLT
Calculations per IBC 2006, CBC 2007 13th AISC
. „-r
Beam is UNSHORED for Concrete Placement
al Slab Thickness 6 50 in
sctive Width 40f|
talDeck
s Parallel
Concrete f c
Concrete Density
Rib Height
Rib Spacing
D(271]
40 ksi
1450pcf
30 in
120 in
323)
JL(1 92)
Stud Diameter
On Stud Capacity
Top Width
Btm Width
3/4" in
11 Ok
60 in
5 50 in
r y 5l> w
W27X84
330ft
Applied loads
Load for Span Number 1
Uniform Load D = 2 710, L = 1 920 k/ft, Tnbutary Width = 1 0 ft, Applied after cunnq
Point Load D = 1 3230 k (5> 16 50 ft, Applied after cunnq
Service loads entered Load Factors will be applied for calculations
Maximum Bending Stress Ratio =
Section used for this span
Percent Composite Action
Construction
Mu Applied 0 0
Mn*Phi Allowable 9150
0601 1
W27X84
100 %
After Cunng
873 826 k-ft
1.452 87 k-ft
Load Combination After Curing +1 20D-K) 50Lr+1 60L+1 60H
Location of maximum on span 16 3893ft
Span # where maximum occurs Span # 1
Maximum Deflection
Max Downward L+Lr+S Deflection 0 308 m
Max Upward L+Lr+S Deflection 0 000 m
Live Load Deflection Ratio 1286
Max Downward Total Deflection 0 308 m
Max Upward Total Deflection 0 000 m
Total Deflection Ratio 1286
Sheaiffud Requirements
From Support 1 @> to 16 83 ft use 74 studs
From 16 83 ft to support 2 use 74 studs
Maximum Forces & Stresses for Load Combinations
Max Stress RatiosLoad Comb & Design Length
Span# M
1 4 DL on StlBm Before Cunng
Span L = 33 ft 1
1 4 DL on StlBm After Curing
Span L = 33 ft 1
After Curing *1 40D
SpanL = 33ft 1 0366
After Cunng +1 20D-K) 50LM 60L+
Span L = 33 ft 1 0601
After Cunng +1 20D+1 60Lr-0 501
Ma Const
0115
0190
Maximum Shear Stress Ratio =
Section used for this span
Vu Applied
Vn*Phi Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Bending Summary
MnStT* PhT " Ma-NonConst MnTr * Phi
91500
91500
53161
87383
1,45287
145287
Design OK
0.190 1
W27X84
105140 k
552690 k
span 1
330 ft
Span # 1
Shear Summary
Va Vn'Phi
63 53
10514
552 69
55269
KLT CONSULTING STRUCTURAL ENGINEERS
3430 IRVINE AVE
NEWPORT BEACH
CA 92660
TEL (949)263-1308
_FAX [949)263-1310
Composite Steel Beam Design
Lie. #: KW-06004033
Description CHECK (EjFLOOR BEAM W24x68 FOR (N) MECH UNIT LOADS
Title VENTANA LOT 2 T I
Dsgnr
Project Desc
Project Notes
Job# W
File L \VENTANAWentanaec6
ENERCALC INC 1983-2008 Ver 6021 N 54292
Lictns* Owner: KL
Load Comb & Design Length
Span*
Max Stress Rate
" M ~ V
0404 " 0127
Bending Summary
Ma-Const MnStTPhi
91500
Ma-NonConst
58634
MnTr'Phi
1,45287
Shear Summary
Va Vn'Phi
7029 55269
After Curing +1 20D+0 50L+1 60S
Span L = 33 ft 1 0404 0127 91500
Maximum Deflections for Load Combinations • Unfactored Loads
58634 1,45287 7029
Load Combination
DL on Steel Alone BEFORE Curing
DL on Steel Alone BEFORE Cunng
DL on Steel Atone AFTER Cunng
DL on Steel Alone AFTER Curing
After Cunng D after + Lr+U+S
After Cunng D after + Lr+L+S
After Cunng Dafter + D + Lr + L
After Cunng Dafter + D + Lr + L
After Curing Dafter + D + L + S
After Cunng D after +D+L+S
AfterCunng Dafter + D + L+W
AfterCunng Dafter + D+L + W
AfterCunng Dafter + D + L + S
AfterCunng Dafter + D + L+S
AfterCunng Dafter+D + L+S
AfterCunng Dafter + D + L + S
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Upward
Downward
Span
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Location
in Span
33000
33000
33000
33000
16611
0000
16611
0000
16611
0000
16611
0000
16611
0000
16611
0000
Dead Load Defl
Before Cunng
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
Dead Load Defl
AfterCunng
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
Const Loads
Net Defl
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
Non-Dead
Load Defl
0000
0000
0000
0000
0308
0000
0308
0000
0308
0000
0308
0000
0308
0000
0308
0000
Total
Deflection
0000
0000
0000
0000
0308
0000
0308
0000
0308
0000
0308
0000
0308
0000
0308
0000
55269
Ixx - Used
" "2,85000
2 850 00
2,850 00
2,850 00
5 801 06
5 801 06
5.801 06
5,801 06
5,801 06
5,80106
5,801 06
5,801 06
5,801 06
5,801 06
5,801 06
5 801 06
Maximum Vertical Reactions - Unfactored Support notation Far left is *1
Load Combination
Overall MAXifnum
DL Applied Before Cunng
Lr+L+S
(Dbc-Dac)+Lr + L
(Dbc-Dac) + L + S
(Dbc-Dac) + L + W + S/2
{Dbc-Dac) + L+S+W/2
(Dbc-Dac) + L + S+E/14
Steel Section Properties
Depth
Web Thick
Flange Width
Flange Thick
Area
Weight
Support 1
31680
31680
31680
31680
31680
31680
31680
. W27X84
26700 in
0460 in
10000 in
0640 in
24800 in»2
84419 plf
Support 2
31 680
31680
31680
31680
31680
31680
31680
Ixx
Sxx
Rxx
Zx
Composite Section Properties
Span Number
Plastic N A Location
Spa~h~1
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Flange
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
PNA in Web
Analysis
Type
% Shear Plai
Connection froir
1000 ;
950 2900 2
850 2
800 2
750 2
700 2
650 2
600 2
550 2
500 2
450 2
400 2
350 1
300 1
250 1
2,85000 mM
213 00 m"3
10700 in
244 000 m«3
lyy
Syy
Ryy
Zy
j
106000 in*4
21 200 m*3
2070 in
33200 m*3
2 810 in"4
A SumQn # Studs per Mn- Capacity Moment of Inertia
>m Shear (k) 1/2 Span k-ft l-Steel l-Trans l-Lwr Bound
26266 805800 74 1,61430 2,8500 6,9247 58011
26226 765510 70 1,60752 2,8500 6,9247 57506
26185 725220 66 1,59978 2,8500 6,9247 5,6940
26145 684930 63 1,59110 2,8500 6,9247 5,6307
26105 644640 59 1,58147 2,8500 6,9247 5,5604
26064 604350 55 1,57090 2,8500 6,9247 5,4825
25279 564060 52 1,59055 2,8500 6,9247 5,3964
24403 523770 48 1,58163 2,8500 6,9247 53016
23527 483480 44 1,56910 2,8500 6,9247 5,1974
22651 443190 41 1,55285 2,8500 6,9247 5,0830
21775 402900 37 1,53279 2,8500 6,9247 4,9576
20899 362610 33 150879 2,8500 6,9247 48204
20023 322320 30 1,48074 2,8500 69247 4,6704
19148 282030 26 1,44849 2,8500 6,9247 45065
18272 241740 22 1,41189 2,8500 69247 43275
17396 201450 19 1,37077 28500 6,9247 41321
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TITLE 24 REPORT
Title 24 Report for:
Ventana Real Lot 2 - Suite 100 & 120
2173SalkAve.
Carlsbad, CA 92008
Project Designer:
Design Corp
444 South Cedros Ave. Studio 175
Solana Beach, CA 92075
(858) 794-3222
Report Prepared By:
Tom Harinton
HARINTON MECHANICAL DESIGN INC
225 Franklin ST. Suite A
Grand Haven, Ml 49417
(858) 435-4803
Job Number:
Date:
3/17/2009
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonrestdential 2005 Building Energy Efficiency Standards
This program developed by EnergySoft, LLC - www energysoft com
EnergyPro 4 4 byEnengySoft Job Number User Number 4945
TABLE OF CONTENTS
Cover Page 1
Table of Contents 2
Form MECH-1 -C Certificate of Compliance 3
Form MECH-2-C Air & Water System Requirements 5
Form MECH-3-C Mechanical Ventilation 8
Form MECH-4-C HVAC Misc. Prescriptive Requirements 9
Form MECH-MM Mechanical Mandatory Measures 15
HVAC System Heating and Cooling Loads Summary 17
EnergyPno44 byEnergySoft Job Number User Number 4945
CERTIFICATE OF COMPLIANCE (Parti of2) MECH-1-CI
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
PROJECT ADDRESS
2173 Salk Ave Carlsbad
PRINCIPAL DESIGNER • MECHANICAL
All Soheili
DOCUMENTATION AUTHOR
HARINTON MECHANICAL DESIGN INC
TELEPHONE
(619)446-5004
TELEPHONE
(858) 435-4803
MINERAL INFORMATION
DATE OF PLANS BUILDING CONDITIONED FLOOR AREA
5,405 Sq Ft
CLIMATE ZONE
BUILDING TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM
PHASE OF CONSTRUCTION NEW CONSTRUCTION | | ADDITION Q ALTERATION UNCONDITIONED (File Affidavit)
METHOD OF MECHANICAL
COMPLIANCE
PRESCRIPTIVE || PERFORMANCE
PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT ENVELOPE COMPLIANCE ATTACHED
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24,
Parts 1 and 6 of the California Code of Regulations This certificate applies only to building mechanical requirements
The documentation preparer hereby certifies that the documentation is accurate and complete
DOCUMENTATION AUTHOR
Tom Hannton
SIGNATURE DATE
3-17-09
The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction
documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other
calculations submitted with this permit application The proposed building has been designed to meet the mechanical
requirements contained in the applicable parts of Sections 100,101,102,110 through 115,120 through 125,142,144, and 145
|x] The plans & specifications meet the requirements of Part 1 (Sections 10-103a)
[jj] The installation certificates meet the requirements of Part 1 (10-103a 3)
[xl The operation & maintenance information meets the requirements of Part 1(10-103c)
Please Check one (These sectionsof the Business and Professions Code are printed in full in the Nonresidential Manual)
fc] I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the
person responsible for its preparation, and that I am licensed in the State of California as a civil engineer, or mechanical engineer or I
am a licensed architect
|—| I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537 2 or 6737 3 to sign
— this document as the person responsible for its preparation, and that I am a licensed contractor performing this work
I I I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a
— structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 67371
PRINCIPAL MECHANICAL DESIGNER - NAME
All Soheili
SIGNATURE ^ /^DATE
3-17-09
LIC #
23110
INSTRUCTIONS TO APPLICANT
I MECH-1-C Certificate of Compliance Part 1,2,3 of 3 are required on plans for all submittals
IMECH-2-C Air/Water/Service/Water Pools Requirements Part 1 of 3, 2 of 3, 3 of 3 are required for all submittals, but may be on
IMECH-3-C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation, but may be on plans
3 MECH-4-C HVAC Misc Prescriptive Requirements is required for all prescriptive submittals, but may be on plans
I] MECH-5-C Mechanical Equipment Details are required for all performance submittals
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 3 of 22
CERTIFICATE OF COMPLIANCE (Part 2 of 2) MECH-1-C
PROJECT NAME
Ventana Real Lot 2 - Suite 1 00 & 120
DATE
3/17/2009
Designer:
This form is to be used by the designer and attached to the plans Listed below are all the acceptance tests for mechanical systems The designer is required to
check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test If all equipment of a certain type requires a test, list the
equipment description and the number of systems to be tested in parentheses The NJ number designates the Section in the Appendix of the Nonresidential
ACM Manual that describes the test Also indicate the person responsible for performing the tests (i e the installing contractor, design professional or an agent
selected by the owner) Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work
appropriately
Building Departments*
SYSTEM ACCEPTANCE Before an occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a
building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for
Code Compliance
In addition a Certificate of Acceptance, MECH-1-A Form shall be submitted to the building department that certifies plans, specifications, installation
certificates, and operating and maintenance Information meet the requirements of Section 10-103(b) and Title 24 Part 6
STATEMENT OF COMPLIANCE
£] MECH-2-A Ventilation System Acceptance Document
-Variable Air Volume Systems Outdoor Air Acceptance
-Constant Air Volume Systems Outdoor Air Acceptance
Pq,,ipm«nt ™q,,!rina arroptanro tasting All Ventilation Systems Shall Be Certified By
The Installing ContractorTest revised on el New systems both New Construction and RelmK **
\y\ MECH-3-A Packaged HVAC Systems Acceptance Document
Fquipment requiring wTflptancft toting AN HVAC Systems Shall Be Certified By
The Installing Contractor
Teat required on al New systems boOi New Construction ana Retrofit
[H MECH-4-A Air-Side Economizer Acceptance Document
Equipment requiring arrAptanr.fi tasting
Test reo^ilred on all New systenvbrjlh New Construction and RelroH Urtowtheccmrrizertttet are Installed at the factory and certified with the
commission do not require equipment testing but do require construction Inspection
G MECH-5-A Air Distribution Acceptance Document
Equipment requiring acceptance testing
71* test required If the unit serves 4000 H2 of space or less and 25* or iron of the duds an In noncondtttoned or semtcondUoned space Ike an
attic. New systems that met the above requirements Retrofit systems that meet the above requirements and either extend ducts replace duett or
replace the packaged un/l
CH MECH-6-A Demand Control Ventilation Acceptance Document
Equipment requiring acceptance testing
~] MECH-7-A Supply Fan Variable Flow Control Acceptance Document
Equipment requiring acceptance testing
All new VA V tan volume controls Installed on new or existing systems must be tested
[J MECH-8-A -Hydronic System Control Acceptance Document
-Variable Flow Controls Apples to chUed and hot water systems
-Automatic Isolation Controls App**> IB new boters and chUers and the primary pumps an connected to a common header
-Supply Water Temperature Reset Controls
Applies lo new constant How chHed and hot water systems that have a design capacity greater than or equal to 500,000 BtuAr
-Water-loop Heat Pump Controls
Applies to al nun watertoop heat pump systems when the combined loop pumps are greater than 5 hp
-Variable Frequency Controls Apr^ to alnew distribute rMrrwc* new varlat* How chlled hydmnlc heat pump
Equipment requiring acceptance testing
Installing
Contractor
Installing
Contractor
EnergyPn>44 byEnergySott User Number 4945 Job Number Page 4 of 22
|AIR SYSTEM REQUIREMENTS Parti of2 MECH-2-C
PROJECT NAME
Ventana Real Lot 2-Suite 100 &120
DATE
3/17/2009
ISYSTEM FEATURES
ITEM OR SYSTEM TAG(S)
Number of Systems
AIR SYSTEMS, Central or Single Zone
1F
1
1E
1
10
1
MANDATORY MEASURES
Heating Equipment Efficiency
Cooling Equipment Efficiency
Heat Pump Thermostat
Furnace Controls
Natural Ventilation
Minimum Ventilation
VAV Minimum Position Control
Demand Control Ventilation
Time Control
Setback and Setup Control
Outdoor Damper Control
Isolation Zones
Pipe Insulation
Duct Insulation
T-24
Section Reference on Plans or Specification 1
112(a)
112(a)
112(b)
112(c),115(a)
121(b)
121(b)
121(c)
121(0
121(c). 122(e)
122(e)
122(0
122(g)
123
124
5 00 COP
153EER
Yes
n/a
Yes
184 cfm
No
No
Programmable Switch
No Setback Required
Auto
n/a
R-42
5 00 COP
159EER
Yes
n/a
Yes
139 cfm
No
No
Programmable Switch
No Setback Required
Auto
n/a
R-42
5 00 COP
15 9 EER
Yes
n/a
Yes
60 cfm
No
No
Programmable Switch
No Setback Required
Auto
n/a
R-42
PRESCRIPTIVE MEASURES
Calculated Heating Capacity x 1 43 2
Proposed Heating Capacity 2
Calculated Sensible Cooling Capacity x 1 212
Proposed Sensible Cooling Capacity 2
Fan Control
DP Sensor Location
Supply Pressure Reset (DDC only)
Simultaneous Heat/Cool
Economizer
Heating Air Supply Reset
Cooling Air Supply Reset
Duct Sealing for Prescriptive Compliance3
144 (a & b)
144 (a & b)
144 (a & b)
144 (a & b)
144 (c)
144 (c)
144 (c)
144 (d)
144 (e)
144 (f)
144 (f)
144 (k)
10,200 btuh
53,232 btuh
44,739 btuh
43,774 btuh
Constant Volume
Yes
No
No Economizer
Constant Temp
Constant Temp
No
23.580 btuh
61 ,782 btuh
56,422 btuh
55,087 btuh
Constant Volume
Yes
No
No Economizer
Constant Temp
Constant Temp
No
29.335 btuh
61,179 btuh
55.363 btuh
54,699 btuh
Constant Volume
Yes
No
No Economizer
Constant Temp
Constant Temp
No
required features are documented If a requirement Is not applicable, put "N/A" In the column
2 Not required for hydronic heating and cooling Either enter a value here or put in reference ot plans and speclficatons per footnote 1
3 Enter Yes If System Is Constant Volume, Single Zone, Serves < 5 000 sqft, Has > 25% duct In unconditioned space Duct sealing Is required for Prescriptive Compliance,
see PERF-1 for performance method duct sealing requirements
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 5 of 22
^IR SYSTEM REQUIREMENTS
PROJECT NAME
Ventana Real
(SYSTEM FEATURES
ITEM OR SYSTEM TAG(S)
Number of Systems
MANDATORY MEASURES
Lot 2 - Suite 1 00 & 120
Parti of 2 MECH-2-C
DATE
3/17/2009
AIR SYSTEMS, Central or Single Zone
T-24
Section
1C 1B
1 1
1A
1
Reference on Plans or Specification 1
Heating Equipment Efficiency
Cooling Equipment Efficiency
Heat Pump Thermostat
Furnace Controls
Natural Ventilation
Minimum Ventilation
VAV Minimum Position Control
Demand Control Ventilation
Time Control
Setback and Setup Control
Outdoor Damper Control
Isolation Zones
Pipe Insulation
Duct Insulation
112(1)
112(a)
112(b)
112(c), 115(a)
121(b)
121(b)
121(c)
121(0
121(c). 122(e)
122(e)
122(0
122(g)
123
124
5 00 COP
159EER
Yes
n/a
Yes
75cfm
No
No
Programmable Switch
No Setback Required
Auto
n/a
R-42
5 00 COP
159EER
Yes
n/a
Yes
251 cfm
No
No
Programmable Switch
No Setback Required
Auto
n/a
R-42
5 00 COP
15 3 EER
Yes
n/a
Yes
90 cfm
No
No
Programmable Switch
No Setback Required
Auto
n/a
R-42
PRESCRIPTIVE MEASURES
Calculated Heating Capacity x 143 2
Proposed Heating Capacity 2
Calculated Sensible Cooling Capacity x 1 212
Proposed Sensible Cooling Capacity 2
Fan Control
DP Sensor Location
Supply Pressure Reset (DDC only)
Simultaneous Heat/Cool
Economizer
Heating Air Supply Reset
Cooling Air Supply Reset
Duct Sealing for Prescriptive Compliance
1 For each central and single zone air systems (or |
required features are documented If a requirement is not applicable put "N/A" in the column
2 Not required for hydronlc heating and cooling Either enter a value here or put In reference ot plans and speclficatons per footnote 1
3 Enter Yes if System is Constant Volume, Single Zone Serves < 5 000 sqft. Has > 25% duct in unconditioned space Duct sealing is required for Prescriptive Compliance
see PERF-1 for performance method duct sealing requirements
144 (a & b)
144 (a & b)
144 (a &b)
144 (a & b)
144 (c)
144 (c)
144 (c)
144 (d)
144 (e)
144 (f)
144(f)
144 (k)
28,823 btuh
61,297btuh
55,080 btuh
54,838 btuh
Constant Volume
Yes
No
No Economizer
Constant Temp
Constant Temp
No
13,956 btuh
62,645 btuh
57,781 btuh
56,595 btuh
Constant Volume
Yes
No
No Economizer
Constant Temp
Constant Temp
No
20.141 btuh
52,482 btuh
44.490 btuh
43,016 btuh
Constant Volume
Yes
No
No Economizer
Constant Temp
Constant Temp
No
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 6 of 22
[WATER SIDE SYSTEM REQUIREMENTS'Part 2 of 2 MECH-2-C
PROJECT NAME
Ventana Real Lot 2 - Suite 100 &120
DATE
3/17/2009
ISYSTEM FEATURES
ITEM OR SYSTEM TAG(S)
Number of Systems
2 WATER SIDE SYSTEMS' Chillers, Towers, Boilers, Hydronlc Loops
T-24
Section
123
Reference on Plans or Specification1MANDATORY MEASURES
Equipment Efficiency
Pipe Insulation
PRESCRIPTIVE MEASURES
Calculated Capacity
Proposed Capacity
Tower Fan Controls
Tower Flow Controls
Variable Flow System Design
Chiller and Boiler Isolation
CHW and HHW Reset Controls
WLHP isolation Valves
VSD on CHW, CW & WLHP Pumps > 5
HP
DP Sensor Location
1 For each chiller, cooling lower, boiler, and hydronte loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph
number where the required features are documented If a requirement Is not applicable, put TJ/A' in the column
2 Water side systems include wet side system using other liquids such as glycol or brine
144 (a & b)
144 (a & b)
144 (h)
144 (h)
1440)
144 (j)
144Q)
144(1)
144 0)
1440)
Service Hot Water, Pool Heating
DHW Heater
1
Reference on Plans or Specification1
ITEM OR SYSTEM TAG(S)
Number of Systems
MANDATORY MEASURES
Water Heater Certification
Water Heater Efficiency
Service Water Heating Installation
Pool and Spa Efficiency and Control
Pool and Spa Installation
Pool Heater - No Pilot Light
Spa Heater - No Pilot Light
1 For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and
paragraph number where the required features are documented If a requirement Is not applicable, put "N/A" Ins the column
113 (a)
113 (b)
113(c)
114 (a)
114(b)
115(c)
115 (d)
Standard Gas 50 gal or Less
78%
n/a
n/a
n/a
n/a
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 7 of 22
MECHANICAL VENTILATION MECH-3-Cl
PROJECT NAME
Ventana Real Lot 2 - Suite 100 &120
DATE
3/17/2009
MECHANICAL VENTILATION (Section 121(b)2)
A
ZONE/SYSTEM
1F
1F
1E
1E
1D
10
1C
1C
1B
1B
1A
1A
C
E
H
1
J
K
L
M
N
AR
B
ConditionArea(SF)98C
555
660
750
1,760
700
EABAS
C
CFMperSquare Foot015
015
015
015
015
050
S
D
Min CFMby Area(BxC)147
83
99
113
264
350
occu
E
Number ofPeoplePANCY
F
S-a O|ls
BASIS
G
MIn CFMby Occupant(ExF)Total
Total
Total
Total
Total
Total
H
REQD V.AMax of(DorG)147
147
83
83
99
99
113
113
264
264
350
350
I
*H
184
184
139
139
60
60
75
75
251
251
90
90
PRESCRIPTIVE REHEAT
LIMITATION (Section 144(d))
VAVMI
J
30% of DesignZone SupplyCFMK
8-
I*
NIMUM
L
Max ofColumns H, J,K or 300 CFMM
Design MIn AirSetpolntN
Transfer Air39
38
13
260
MMmmn ventMton rah per Section 121 Table 121-A
Based on fend teat or the grwMr of the exp«cted number of occupants mi 50% of the CBC occupant load tor agran DUTDOWS far spaces without fixed seating
Required Ventilation Air (REQD V A) Is the lerger of the ventilation ratot calculated on and AREA or OCCUPANCY BASIS (column D or G)
Mint be greater than or equal to H or im Transfer Air (colurmN) to make up the difference
Design fan supply dm (Fan CFM) x 30% or
Condition area (ft. sq)x 04 cfm/flsq or
Maximum of Column* H J K or 300dm
This must be less tan or equal to Column L and greater that or actual to the turn of Columns H + N
(•quired VenMatkm Air (column I) Is greater than the Design Minimum Air (column M) Where required transfer air must be greater than or equal
initiation Air (column I) and the Design Minimum Air (column M), column H M
EnergyPno 4 4 by EnergySoft User Number 4945 Job Number Page 8 of 22
MECHANICAL SIZING AND FAN POWER MECH-4-C
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
SYSTEM NAME
DATE
3/17/2009
FLOOR AREA980
IFAN POWER CONSUMPTION
A
FAN DESCRIPTION
Supply Fan
B
DESIGN
BRAKE HP
1.000
C D
EFFICIENCY
MOTOR
85.5%
DRIVE
97.0%
E
NUMBER
OF FANS
10
F
PEAK WATTS
BxEx746/(CXD)
899
Total Adjustment*
FILTER PRESSURE ADJUSTMENT EQUATION144-A
A) If filter pressure drop is greater than 1 inch W C enter
filter pressure drop SPa on line 4 and Total Fan pressure
SPfonLineS
B) Calculate Fan Adjustment and enter on Line 6
C) Calculate Adjusted Fan Power Index and enter on Line 7
1) TOTAL FAN SYSTEM POWER (Watte. Sum Column F)
2) SUPPLY DESIGN AIRFLOW (CFM)
3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)
4) SPa
5)SPf
6) Fan Adjustment - 1-(SPa - 1)/SPf
7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)
899
1,600
0.562
1 TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1 25 W/cfm for VAV systems
ITEM or SYSTEM TAG(S)
PRESCRIPTIVE MEASURES
Electric Resistance Heating 1
Heat Rejection System 2
Air Cooled Chiller Limitation 3
T-24
Section
144 (g)
144 (h)
144(1)
Capacity Exception Notes
1 Total Installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for neat pumps If etocfclc heat Is used, explain which e>ceptlon(s) to SedkxXg) apply
2 Are centrifugal fan cooling towers used on this project? (Enter "Yes* or 'No') If centrifugal fan cooling tower are used explain which wceplk»(s) to Section 144(h) apply
3 Total Instated capacity (tons) of an water and air cooled chillers under this permit If there are more than 100 tons of air-coded differ capacity being installed explain which exception)*) to Section
144(1) apply
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 9 of 22
MECHANICAL SIZING AND FAN POWER MECH-4-C
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
SYSTEM NAME
1E
DATE
3/17/2009
FLOOR AREA
555
IFAN POWER CONSUMPTION
A
FAN DESCRIPTION
Supply Fan
B
DESIGN
BRAKE HP
1000
C D
EFFICIENCY
MOTOR
85.5%
DRIVE
97.0%
E
NUMBER
OF FANS
1.0
F
PEAK WATTS
BxEx746/(CXD)
899
Total Adjustments
FILTER PRESSURE ADJUSTMENT EQUATION144-A
A) If filter pressure drop is greater than 1 inch W C enter
filter pressure drop SPa on line 4 and Total Fan pressure
SPfonLineS
B) Calculate Fan Adjustment and enter on Line 6
C) Calculate Adjusted Fan Power Index and enter on Line 7
1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F)
2) SUPPLY DESIGN AIRFLOW (CFM)
3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)
4) SPa
5)SPf
6) Fan Adjustment - 1-(SPa - 1)/SPf
7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)
899
2,000
0450
1 TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0 8 W/cfm tor Constant Volume systems or 1.25 W/cfrn for VAV systems
ITEM or SYSTEM TAG(S)
PRESCRIPTIVE MEASURES
Electric Resistance Heating 1
Heat Rejection System 2
Air Cooled Chiller Limitation 3
T-24
Section
144 (g)
144 (h)
144(1)
Capacity Exception Notes
1 Total Installed opacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps If electric heat Is used explain which exception!*) to SadorXa) »PPly
2 Am centrifugal fan cooling towers used on this project? (Enter-Yes-or-No'llfcentitfuaal fan cooling tower ere used explain which exceptions) to Section 144{h) apply
3 Total totaled capacity (tons) of all water and air cooled chillers under this permit. If there are more than 1(M tons of alr-cooMchMar capacity being Installed explain which exceptions) to Section
144(1) apply
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 10 of 22
MECHANICAL SIZING AND FAN POWER MECH-4-C
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
SYSTEM NAME
1D
DATE
3/17/2009
FLOOR AREA Q
FAN POWER CONSUMPTION
A
FAN DESCRIPTION
Supply Fan
B
DESIGN
BRAKE HP
1 000
C D
EFFICIENCY
MOTOR
85.5%
DRIVE
97 0%
E
NUMBER
OF FANS
10
F
PEAK WATTS
BxEx746/(CXD)
899
Total Adjustments
FILTER PRESSURE ADJUSTMENT EQUATION144-A
A) If filter pressure drop is greater than 1 inch W C enter
filter pressure drop SPa on line 4 and Total Fan pressure
SPfonLineS
B) Calculate Fan Adjustment and enter on Line 6
C) Calculate Adjusted Fan Power Index and enter on Line 7
1) TOTAL FAN SYSTEM POWER (Watte, Sum Column F)
2) SUPPLY DESIGN AIRFLOW (CFM)
3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)
4) SPa
5)SPf
6) Fan Adjustment - 1-<SPa
7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)
899
2,000
0450
1 TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0 8 W/cfm for Constant Volume systems or 1 29 W/cfm for VAV systems
ITEM or SYSTEM TAG(S)
PRESCRIPTIVE MEASURES
Electric Resistance Heating 1
Heat Rejection System 2
Air Cooled Chiller Limitation
T-24
Section
144 (g)
144 (h)
144(1)
Capacity Exception Notes
1 Total totaled capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps If electric heel Is used explain which exceptton(s) to Sectonfj) «PPly
2 Are centrifugal f*n cooing towers used on this project? (Enter-Yes' or f*r) IfcenMfugal fen cooling tower are used explain which exception^) to Section m(h) apply
3 Total Installed capacity (tons) of all water and air cooled chillers under this permit If there are more than 100 tons of air-cooled chiller capacity being Installed explain which excepKcnfs) to Section
144<l) apply
EnergyPro44 by Energy-Soft User Number 4945 Job Number Page 11 of 22
MECHANICAL SIZING AND FAN POWER MECH-4-C
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
SYSTEM NAME
1C
DATE
3/17/2009
FLOOR AREA
750
IFAN POWER CONSUMPTION
A
FAN DESCRIPTION
Supply Fan
B
DESIGN
BRAKE HP
1 000
C D
EFFICIENCY
MOTOR
85.5%
DRIVE
97 0%
E
NUMBER
OF FANS
1.0
F
PEAK WATTS
BxEx746/(CXD)
899
Total Adju«tm«nt»
FILTER PRESSURE ADJUSTMENT EQUATION
144-A
A) If filter pressure drop is greater than 1 inch W C enter
filter pressure drop SPa on line 4 and Total Fan pressure
SPfonLmeS
B) Calculate Fan Adjustment and enter on Line 6
C) Calculate Adjusted Fan Power Index and enter on Line 7
1) TOTAL FAN SYSTEM POWER (Watte, Sum Column F)
2) SUPPLY DESIGN AIRFLOW (CFM)
3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)
4) SPa
5)SPf
6) Fan Adjustment» 1-(SPa -1 VSPf
7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)
899
2,000
0.450
1 TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0 8 W/cfrn for Constant Volume systems or 1 25 W/cfm for VAV systems
ITEM or SYSTEM TAG(S)
PRESCRIPTIVE MEASURES
Electric Resistance Heating 1
Heat Rejection System 2
Air Cooled Chiller Limitation 3
T-24
Section
144 (g)
144 (h)
144(1)
Capacity Exception Notes
1 Total Instated capacity (MBtu/hr) of all electric heat on this project exclusive of etodricauxllary heat for heat pumps If electric heat Is used explain which excaptkxXi) to Sedlon(9) apply
2 Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") rf centrifugal fen cooling tower are used explain which excep«on(s) to SecDon144(h) apply
3 Total Installed capacity (tons) of aH water and air cooled chillers under Oils permit. If there are more than 100 tons of air-cooled chiller capacity being Installed explain which exceptions) to Section
144(1) apply
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 12 of 22
MECHANICAL SIZING AND FAN POWER MECH-4-C
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
SYSTEM NAME
1B
DATE
3/17/2009
FLOOR AREA1,760
FAN POWER CONSUMPTION I
A
FAN DESCRIPTION
Supply Fan
B
DESIGN
BRAKE HP
1.000
C 0
EFFICIENCY
MOTOR
85 5%
DRIVE
97 0%
E
NUMBER
OF FANS
1.0
F
PEAK WATTS
BxEx746/(CXD)
899
Total Adjustments
FILTER PRESSURE ADJUSTMENT EQUATION
144-A
A) If filter pressure drop is greater than 1 inch W C enter
filter pressure drop SPa on line 4 and Total Fan pressure
SPfonLmeS
B) Calculate Fan Adjustment and enter on Line 6
C) Calculate Adjusted Fan Power Index and enter on Line 7
1) TOTAL FAN SYSTEM POWER (Watte, Sum Column F)
2) SUPPLY DESIGN AIRFLOW (CFM)
3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)
4) SPa
5)SPf
6) Fan Adjustment - 1-(8Pa -1 VSPf
7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)
899
2,000
0450
ITEM or SYSTEM TAG(S)
PRESCRIPTIVE MEASURES
Electric Resistance Heating 1
Heat Rejection System 2
Air Cooled Chiller Limitation
T-24
Section
144 (g)
144 (h)
144(1)
Capacity Exception Notes
1 Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps If electric heat Is used explain which exceptional to Sectton(g) apply
2 Are centrifugal fan cooling towers used on this project? (Enlw*f«- or "No") K centrifugal fan cooling tower are used explain which exceptions) to Section 144(h) apply
3 Total installed capacity (tons) of all water and air cooled chillers under this permit If there are more than 100 tons of air-cooled chiller capacity being Installed explain which exception^) to Section
144(1) apply
Err8fgyPro44 byEnergySoft User Number 4945 Job Number Page 13 of 22
MECHANICAL SIZING AND FAN POWER MECH-4-C
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
SYSTEM NAME
1A
DATE
3/17/2009
FLOOR AREA
(FAN POWER CONSUMPTION
A
FAN DESCRIPTION
Supply Fan
B
DESIGN
BRAKE HP
1.000
C D
EFFICIENCY
MOTOR
85 5%
DRIVE
97 0%
E
NUMBER
OF FANS
1.0
F
PEAK WATTS
BxEx746/(CXD)
899
Total Adjustments
FILTER PRESSURE ADJUSTMENT EQUATION144-A
A) If filter pressure drop is greater than 1 Inch W C enter
filter pressure drop SPa on line 4 and Total Fan pressure
SPfonLineS
B) Calculate Fan Adjustment and enter on Line 6
C) Calculate Adjusted Fan Power Index and enter on Line 7
1) TOTAL FAN SYSTEM POWER (Watte. Sum Column F)
2) SUPPLY DESIGN AIRFLOW (CFM)
3) TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)
4) SPa
5)8Pf
6) Fan Adjustment - 1-(8Pa - 1)/8Pf
7) ADJUSTED FAN POWER INDEX (Line 3 x Line 6)
899
1,600
0.562
ITEM or SYSTEM TAG(S)
PRESCRIPTIVE MEASURES
Electric Resistance Heating 1
Heat Rejection System 2
Air Cooled Chiller Limitation 3
T-24
Section
144 (g)
144 (h)
144 (i)
Capacity Exception Notes
1 Total l«opacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary haat for heat pumps If electric heat Is used ex which «<s) to SecflorKg) apply
2 Are centrifugal fan cooling towers used on this project? (Enter "Yes1 or -No') If centrifugal fan cooling tower are used explain which exceptions) to Section 144<h) apply
3 Total Installed capacity (tons) of an water and air cooled chillers under this permit If then are more than 100 tons of air-cooled chiller capacity being Installed explain which excepfcnfs) to Section
144(1) apply
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 14 of 22
MECHANICAL MANDATORY MEASURES Parti of2 MECH-MMI
PROJECT NAME
Ventana Real Lot 2 -Suite 1 00 & 120
DATE
3/17/2009
DESCRIPTION
Equipment and Systems Efficiencies
[X"| g 1 1 Any appliance for which there to a California standard established In the
Appliance Efficiency Regulations will comply with the applicable standard
[X~l §11 5<a) Fan type central furnaces shall not have a pilot light
[X~| §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees
Fahrenheit, or within HVAC equipment, shall be Insulated in accordance with
Standards Section 123
[X] §124 Air handling duct systems shall be Installed and Insulated In compliance with
Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards
Controls
§!22(e) Each space conditioning system shall be installed with one of the following
[X~| §122(e)1A Each space conditioning system serving building types such as offices and
manufacturing facilities (and all others not explicitly exempt from the
requirements of Section 112 (d)) shall be Installed with an automatic time switch
with an accessible manual override that allows operation of the system during
off-hours for up to 4 hours The time switch shall be capable of programming
different schedules for weekdays and weekends and have program backup
capabilities that prevent the loss of the device's program and time setting for at
least 10 hours If power Is Interrupted, or
[ | §| 22(e)1 B An occupancy sensor to control the operating period of the system, or
| [ §l22(e)1C A 4-hour timer that can be manually operated to control the operating period of
the system
[X] §!22(e)2 Each space conditioning system shall be Installed wtth controls that temporarily
restart and temporarily operate the system as required to maintain a setback
heating and/or a setup cooling thermostat setpolnt
| | §!22(g) Each space conditioning system serving multiple zones with a combined
conditioned floor area more than 25,000 square feet shall be provided with
Isolation zones Each zone shall not exceed 25,000 square feet, shall be
provided wtth isolation devices, such as valves or dampers, that allow the supply
of heating or cooling to be setback or shut off independently of other Isolation
areas, and shall be controlled by a time control device as described above
Ivl &!99faJLhl FjiAli *n«r* ennHltlAnlnn ftv*tom chiill ha eontralted hv mn InHliHHiuil ffiMmnatat
that responds to temperature within the zone Where used to control heating, the
control shall be adjustable down to 55 degrees F or lower For cooling, the
control shall be adjustable up to 85 degrees F or higher Where used for both
heating and cooling, the control shall be capable of providing a deadband of at
least 5 degrees F within which the supply of heating and cooling Is shut off or
reduced to a minimum
|X~| §1 22(c) Thermostats shall have numeric setpolnts in degrees Fahrenheit (F) and
adjustable setpolnt stops accessible only to authorized personnel
Q & 12(b) Heat pumps shall be Installed wtth controls to prevent electric resistance
pump alone
Designer Enforcement
EnergyPro 4 4 by EnergySoft User Number 4945 Job Number Page 15 of 22
MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM
PROJECT NAME
Ventana Real Lot 2 - Suite 1 00 & 120
DATE
3/17/2009
Description
Ventilation
[X~| §!21(e) Control* shall be provided to allow outside air dampers or devices to be operated
at the ventilation rates as specified on these plans
[X~| §!22(f) Gravity or automatic dampers Interlocked and closed on fan shutdown shall be
provided on the outside air Intakes and discharges of all space conditioning and
exhaust systems
[X~[ §)22(f) All gravity ventilating systems shall be provided with automatic or readily
accessible manually operated dampers In all openings to the outside, except for
combustion air openings
| | §!21(f)1 Air Balancing The system shall be balanced In accordance with the National
Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or
Associated Air Balance Council (AABC) National Standards (1989), or
[X~| §121(f)2 Outside Air Certification The system shall provide the minimum outside air as
shown on the mechanical drawings, and shall be measured and certified by the
Installing licensed C-20 mechanical contractor and certified by (1) the design
mechanical engineer, (Z) tne installing licenced c-zo mechanical contractor, or (3)
| [ §i21(f)3 Outside Air Measurement The system shall be equipped with a calibrated local or
remote device capable of measuring the quantity of outside air on a continuous
basis and displaying that quantity on a readily accessible display dlvlce, or
| | §t21(f)4 Another method approved by the Commission
Service Water Heating Systems
| | §H3(b)2 If a circulating hot water system Is Installed, It shall have a control capable of
automatically turning off the circulating pump(s) when hot water Is not required
| | §| 1 3(c) Lavatories In restrooms of public facilities shall be equipped wtth controls to limit
the outlet temperature to 110 degrees F
Designer Enforcement
EnergyPro 4 4 by EnergySoft User Number 4945 Job Number Page 16 of 22
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
DATE
3/17/2009
SYSTEM NAME
1F
FLOOR AREA
980
NGINEER1NG CHECKS SYSTEM LOAD
Number of Systems
Heating System
Output per System
Total Output (Btuh)
Output (Btuh/sqft)
60,000
60,000
612
Cooling System
Output per System
Total Output (Btuh)
Total Output (Tons)
Total Output (Btuh/sqft)
Total Output (sqft/Ton)
47,000
47,000
39
480
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
CFM
1,321
184
Sensible
32,160
1,608
1,598
1,608
36.975
Latent
2,450
COIL HTG. PEAK
CFM
3,352 184
2502
5.802
Sensible
7,133
7,133
Air System
CFM per System
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%)
Outside Air (cfm/sqft)
1,600
1,600
163
4085
115
019
Note values above given at ARI conditions
HVAC EQUIPMENT SELECTION
1 Carrier 50PSH-048
Total Adjusted System Output(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK
43,774
43,774
Jan 11 prn
53,232
53,232
Jan 12 am
HEATING SYSTEM PSYCHROMETRICS (Alrstream Temperatures at Time of Heating Peak)
340°F
-»—*Outside Air
184 cfm
967°F
>'
700°F
< *•
Supply Air Ducts^
Heating Coil Supply Fan
1600 cfm
Return Air Ducts S
967°F
iocw
700°F
_|
POOLING SYSTEM PSYCHROMETRICS (Alrstream Temperatures at Time of Cooling Peak)
830/678°F
> Jt
Outside Air
184 cfm
749/594 F
759/603°F • 505/491°F 505/491°F,
Supply Air Ducts S
Cooling Coil Supply Fan
1600 cfm 409% RH
Return Air Ducts
EnetgyPro44 byEnergySoft User Number 4945 Job Number Pay 17 of 22
•
JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
SYSTEM NAME
1E
ENGINEERING CHECKS
Number of Systems 1
Heating System
Output per System 70,400
Total Output (Btuh) 70,400
Output (Btuh/sqft) 1 26 8
Cooling System
Output per System 61 ,000
Total Output (Btuh) 61 ,000
Total Output (Tons) 5 1
Total Output (Btuh/sqft) 1099
Total Output (sqft/Ton) 1 09 2
Air System
CFM per System 2,000
Airflow (cfm)2,000
Airflow (cfm/sqft) 3 60
Airflow (cfm/Ton) 393 4
Outside Air (%) 6 9
Outside Air (cfm/sqft) 025
Note* values above given at ARI conditions
DATE
FLOO
3/17/2009
RAREA
555
SYSTEM LOAD
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK Cl
CFM
1,664
139
Sensible
41,884
0
2,094
0
558
0
2,094
46,630
Latent C
1,850
1,862
3,712
OIL HTG. PEAK
FM Sensible
365 10,126
506
0
139 5,351
0
506
16,489
HVAC EQUIPMENT SELECTION
1 Carrier 50PSH-060
Total Adjusted System
(Adjusted for Peak Design Cor
TIME OF SYSTEM
Output
idlHons) .
PEAK
55,087
55,087
0
0
Nov 2pm
61,782
61,782
Jan 12 am
HEATING SYSTEM PSYCHROMETRICS fAirstream Temperatures at Time of Heating Peak)
340°F
> X |
Outside Air
139 cfm j
t
698°F
^ ^
673°F •• 959°F
* \ 1
•Heating Coil
V
f 1
•*^m 95 £
•
.OF
^t
+ '"-
Supply Fan
2000 cfm
1 Return Air Ducts 'J<)^
Supply Air Di*S^
957°F
ROOMS
700°F
1
COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)
787/645°F
*— *-]Outside Air
139 cfm ,
t
75 0 / 58 8 °F
X
EnergyPro 4 4
752/59 1°F • 497/482°F
^ )M -—
Cooling Coil
t
-*
by EnergySoft User Number 4945
497/<
V
Supply Fan
2000 cfm
ft Return Air Ducts
1«9°F
^
}^
Supply Air Ducts ^ — (
38 8% R H
Job Number
507/487°F
ROOMS
74 0 / 58 5 °F
1
Page 18 of 22
IHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
DATE
3/17/2009
SYSTEM NAME
1D
FLOOR AREA
660
ENGINEERING CHECKS SYSTEM LOAD
Cooling System
Number of Systems
Heating System
Output psr System
Total Output (Btuh)
Output (Btuh/sqft)
70,400
70,400
1067
Output per System
Total Output (Btuh)
Total Output (Tons)
Total Output (Btuh/sqft)
Total Output (sqft/Ton)
61,000
61,000
51
924
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK COIL HTG. PEAK
CFM
1,643
60
1298
Sensible
41,181
2,059
456
2,059
45,755
Latent
800
CFM
579
1,233 60
2.033
Sensible
16,554
828
2,304
828
20.514
Air System
CFM per System
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%)
Outside Air (cfm/sqft)
2,000
HVAC EQUIPMENT SELECTION
2,000
303
3934
30
009
Note valuss above given at ARI conditions
1 Carrier 50PSH-060
Total Adjusted System Output
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK
54,699
54,699
Jul 5pm
61,179
61,179
Jan 12am
HEATING SYSTEM PSYCHROMETRICS (Alrstream Temperatures at Time of Heating Peak)
340°F
-»—*Outside Air
60 cfm
696°F
685°F 969°F 969°F
Supply Air Ducts^
Heating Coil Supply Fan
2000 cfm
Return Air Ducts^
965°F
IQOIV
700°F
I
COOLING SYSTEM PSYCHROMETRICS (Alrstream Temperatures at Time off Cooling Peak)
820/675°F
> ;•Outside Air
60 cfm
752/588°F • 498/483°F 498/483°^
75 0 / 58 7 F
< y-
;'/ k
Supply Air Ducts S
Cooling Coil Supply Fan
2000 cfm 38 3% R H
Return Air Ducts
740/583 F
I
EnergyPro44 byEnetgySoft User Number 494S Job Number Page 19 of 22
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
DATE
3/17/2009
SYSTEM NAME
1C
FLOOR AREA
750
ENGINEERING CHECKS SYSTEM LOAD
Number of Systems
Heating System
Output per System
Total Output (Btuh)
Output (Btuh/sqft)
70,400
70,400
939
Cooling System
Output per System
Total Output (Btuh)
Total Output (Tons)
Total Output (Btuh/sqft)
Total Output (sqft/Ton)
61,000
61,000
51
813
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
CFM
1,629
75
Sensible
40,864
2,043
570
2,043
45.521
1475
Latent
1,000
COIL HTG. PEAK
CFM
553
1,535 75
2.535
Sensible
15,704
785
2,882
785
20.156
Air System
CFM per System
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cffti/Ton)
Outside Air (%)
Outside Air (cfm/sqft)
2,000
HVAC EQUIPMENT SELECTION
2,000
267
3934
38
010
Note values above given at ARI conditions
1 Carrier 50PSH-060
Total Adjusted System Output
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK
54,838
54,838
Jul 5pm
61.297
61,297
Jan 12 am
HEATING SYSTEM PSYCHROMETRICS fAll-stream Temperatures at Time of Heating Peak)
340°F
-*—.*Outside Air
75 cfm
967°F
696 °F
J'
i \
Supply Air Ducts S
Heating Coil Supply Fan
2000 cfm
Return Air Ducts
964°F
IOOM
700°F
I
POOLING SYSTEM PSYCHROMETRICS (Alrstream Temperatures at Time of Coollno Peak)
820/675°F
Outside Air
75 Cfm jf
74 9/58 7 "F
752/589°F • 498/483°F 49 8/48 3 °F.
Supply Air Ducts ^
Cooling Coil Supply Fan
2000 cfm 384% RH
1 Return Air Ducts
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 20 of 22
IHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
DATE
3/17/2009
SYSTEM NAME
1B
FLOOR AREA
1.760
NGINEERING CHECKS SYSTEM LOAD
Number of Systems
Heating System
Output per System
Total Output (Btuh)
Output (Btuh/sqft)
70,400
70.400
400
Cooling System
Output per System
Total Output (Btuh)
Total Output (Tons)
Total Output (Btuh/sqft)
Total Output (sqft/Ton)
61.000
61,000
51
347
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
CFM
1,648
251
Sensible
41,430
2,072
2,180
2,072
47.753
Latent
3,352
COIL HTG. PEAK
CFM
4,809 251
3462
8.162
Sensible
9,760
9.760
Air System
CFM per System
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%)
Outside Air (cfm/sqft)
2,000
HVAC EQUIPMENT SELECTION
2,000
1 14
3934
126
014
Note values above given at ARI conditions
1 Carrier 50PSH-060
Total Adjusted System Output(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK
56,595
56,595
Jan 11 pm
62,645
62,645
Jan 12 am
HEATING SYSTEM PSYCHROMETRICS (All-stream Temperatures at Time of Heating Peak)
340°F
-*~~*Outside Air
251 cfm
700°F
655°F 945°F 945°F
Supply Air Ducts ^
Heating Coil Supply Fan
2000 cfm
Return Air Ducts
945°F
700°F
I
POOLING SYSTEM PSYCHROMETRICS (Alrstream Temperatures at Time of Cooling Peak)
830/678°F 760/601°F« 497/484°F
— * — •*—
Outside Air
251 cfm j
>
r50/592°F
<• af
^Cooling Coil
t
497/484°F,
Supply Air Ducts ^
Supply Fan
2000 cfm 399% RH
^ Return Air Ducts
74 0 / 58 8 F
I
EnergyPro 4 4 byEnergySoft User Number 4945 Job Number Page 21 of 22
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
Ventana Real Lot 2 - Suite 100 & 120
DATE
3/17/2009
SYSTEM NAME
1A
FLOOR AREA
700
NGINEERING CHECKS SYSTEM LOAD
Number of Systems
Heating System
Output per Sy«tem
Total Output (Btuh)
Output (Btuh/sqft)
60,000
60,000
857
Cooling System
Output per System
Total Output (Btuh)
Total Output (Tons)
Total Output (Btuh/sqft)
Total Output (sqft/Ton)
47,000
47,000
39
671
1787
Air System
CFM per System
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%)
Outside Air (cfm/sqft)
1,600
1,600
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
CFM
1,344
90
Sensible
32,804
1,640
685
1,640
36.768
Latent
1.871
COIL HTG. PEAK
CFM
321
1,695 90
3.566
Sensible
9,651
483
3,469
483
14.085
229
4085
56
013
Note values above given at ARI conditions
HVAC EQUIPMENT SELECTION
1 Canter 50PSH-048
Total Adjusted System Output
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK
43.016
43.016
Jul 5pm
52.482
52,482
Jan 12am
HEATING SYSTEM PSYCHROMETRICS (All-stream Temperatures at Time of Heating Peak)
340°F 677°F 981°F 981°F
Outside Air
90 cfm ;'
697 °F
< ff-
Heating Coil Supply Fan
1600 cfm
700"F
Return Air Ducts
POOLING SYSTEM PSYCHROMETRICS (Alrstream Temperatures at Time of Cooling Peak)
820/675°F
> *Outside Air
90 cfm
75 0/59 3 F
753/596°F 504/490°F 504/490°F.
Supply Air Ducts *
Cooling Coil Supply Fan
1600 cfm 40 3% R H
Return Air Ducts
EnergyPro44 byEnergySoft User Number 4945 Job Number Page 22 of 22
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05-29-2009
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Plan Check Revision Permit No PCR09062
Building Inspection Request Line (760) 602-2725
Job Address
Permit Type
Parcel No
Valuation
Reference #
PC#
Project Title
Applicant
CHRIS SASS
619-456-4500
2173SALKAVCBAD
PCR Status ISSUED
2120210200 Lot* 0 Applied 05/18/2009
$0 00 Construction Type NEW Entered By JMA
Plan Approved 05/29/2009
PC090006 Issued 05/29/2009
VENTANAREAL NEW ELECTRICAL Inspect Area
CONTRACTOR/ NO CHANGE TO SCOPE OF WORK//STES 100
Owner
RIO SD PLAZA II MASTER LLC
C/0 NEWPORT NATIONAL CORPORATION
1525 FARADAY AVE #100
CARLSBAD CA 92008
Plan Check Revision Fee
Additional Fees
$120 00
$000
Total Fees $120 00 Total Payments To Date $12000 Balance Due $000
Inspector
FINAL APPROVAL
Date Clearance
NOTICE Please take NOTICE that approval of your project includes the 'Imposition* of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/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 Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired
City of Carlsbad
Building Department
Plan Check Revision
Project Address ZH6 Sa(k /We.,
Original Plan Check No
Date_5l-l&/£
Name of Business at Project Address
Contact _ Ph Fax Email
.City..Zip.Contact Address.
General Scope of Work.
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
1 Elements revised
D Plans D Calculations Q Soils Q Energy JT^nthpr £\\a(\of. <pF
2
Describe revisions in detail
CJnanqt. of e\ecteivL\ Cwfo&ctoe~o '
PCR09062 2173 SALKAV
VENTANA REAL NEW ELECTRICAL
CONTRACTOR/ NO CHANGE TO SCOPE f~>F
WORK//STES 100&120
KC/K
Lot# CHRIS SASS
3
List page(s) where
each revision is
shown
fc-l,fcio-«,iV>
P-2.-&-"!
4
List revised sheets
that replace
existing sheets
5 Does this revision, in any way, alter the exterior of the project? Q Yes
O Does this revision add ANY new floor area(s)? n Yes
7 Does this revision affect any fire related issues? [H Yes
O Is this a complete set? Q Yes
^Signature
1635 Faraday Avenue, Carlsbad, CA 92008 Phone 760-602-2717/2718/2719 Fax 760-602-8558
V EsGil Corporation
* In (Partners/lip with government for (BmCifing Safety
DATE May 28, 20O9 O^PPI IQANT
JURISDICTION Carlsbad T3-PDtfTREVlEWER
Q FILE
PLAN CHECK NO PC09-06 REV (PCRO9-62) SET I
PROJECT ADDRESS 2173 Salk Avenue
PROJECT NAME Spec Suite(s) #100 & #120
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
I | The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
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
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
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 Telephone #
Date contacted (by ) Fax #
Mail Telephone Fax In Person
D REMARKS
By Bryan Zuppiger Enclosures Original Approved Plans
Esgil Corporation
D GA D MB D EJ D PC 05/21/2009
trnsmtl dot
9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576
Carlsbad PC09-06 REV (PCRO9-62)
May 2*, 20O9
* [DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad PLAN CHECK NO PC09-06 REV (PCR09-62)
PREPARED BY Bryan Zuppiger DATE May 28, 2OO9
BUILDING ADDRESS 2173 Salk Avenue
BUILDING
PORTION
ti rev
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
( Sq Ft )
cb
Rlrln Pprmit FPP hv OrrlinanrP ^
Valuation
Multiplier
By Ordinance
Reg
Mod
VALUE ($)
Plan Check Fee by Ordinance
Type of Review
CD Repetitive Fee
Repeats
D Complete Review
$107.50
D Other
j— | Hourlv
EsGil Fee
1
$8600
Structural Only
Hr @
$86.00
* Based on hourly rate
Comments