HomeMy WebLinkAbout2042 CORTE DEL NOGAL; D; CB091013; Permit08-04-2009
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Permit Permit No: CB091013
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
Project Title:
Applicant:
MARK MCKINNEY
858-756-0933
2042 CORTE DEL NOGAL CBAD St: D
Tl Sub Type: INDUST
2130610500 Lot#: 0
$56,000.00 Construction Type: 5B
Reference #:
ABTECH: 1600SF TI/OFF TO OFF
Owner:
BOND RANCH
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
Plan Check*:
ISSUED
06/19/2009
JMA
08/04/2009
08/04/2009
8530 LA MESA BLVD #300
LA MESA CA 91941
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
CHED
$445.73 Meter Size
$0.00 Add'l Reel. Water Con. Fee
$289.72 Meter Fee
$0.00 SDCWA Fee
$0.00 CFD Payoff Fee
$11.76 PFF (3105540)
$0.00 PFF (4305540)
$0.00 License Tax (3104193)
$0.00 License Tax (4304193)
$0.00 Traffic Impact Fee (3105541)
$0.00 Traffic Impact Fee (4305541)
$0.00 PLUMBING TOTAL
$0.00 ELECTRICAL TOTAL
$0.00 MECHANICAL TOTAL
$0.00 Master Drainage Fee
Sewer Fee
$0.00 Redev Parking Fee
$0.00 Additional Fees
$1.00 HMP Fee
TOTAL PERMIT FEES
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$20.00
$33.00
$0.00
$0.00
$0.00
$0.00
??
$801.21
Total Fees:$801.21 Total Payments To Date:$289 72 Balance Due:$511.49
Inspector:
FINAL AR
Date: -/
APPROVAL
0/13/0^Clearance:
NOTICE: Please take NOTICE tfiat 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
1635 Faraday Ave., Carlsbad, CA 92008
760-602-2717 / 2718 / 2719
, Fax:760-602-8558
www.carlsbadca.gov
Building Permit Application
Plan Check No. O&Q°i 1 O ( 3
Est. Value
Plan Ck. Deposit
SUITE#/SPACE#/UNIT#
CT/PROJF.f #LOT#PHASES # OF UNITS # BEDROOMS # BATHROOMS
DESCRIPTION OF WORK: Include Square Feet of Affected Area(s)
' \ o?cre? 30^ T. \ .
(Sec. 7031.5 Bushiiss and Professions Code: Afty-Jjtyo/ County which requires a permit to construct, alter improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he islicensed pursuant to the provisions of the Contractorr License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt there from, and the basis for the alleged exemption. Any violation ofSection 7031.5 t« any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}).
vVoi yers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations:
O ; hovs ) id 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.
L"U 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
number are: Insurance Co. _ Policy No. _ Expiration Date _
This section need not be completed if the permit is for one hundred dollars ($100) or less.
n Cett'i :ate 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 (&1 00,000), in
addition tu the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
CGtO TRACTOR SIGNATURE DATE
/ hereby,a •> '"7? that I am exempt from Contractor's License Law for the following reason:
d 1,a; r/vner 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
sai« ", 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).
d I, a-, o "ner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).
I am txempt under Section Business and Professions Code for this reason:
1 I personally plan to provide the major labor and materials for construction of the proposed property improvement, d Yes d No
':. i (have / have not) signed an application for a building permit for the proposed work.
6. * have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number):
',., plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number):
) will provide some of the work, but I have^contracted (hired) the following persons to provide the work indicated (include name / address / phone / type_of work):
//foy '"^
Is the applicant cr future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act? d Yes d No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes d No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d Yes d No
IF ANY OF THE ANSWERS ARE YES, /
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 Mame 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.
I hereby 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 AIL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An C.SHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories 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 frmr:
^APPLICANT'S SIGNATURE DATE
City of Carlsbad Bldg Inspection Request
For: 10/02/2009
Permit* CB091013
Title: ABTECH: 1600SF TI/OFF TO OFF
Description:
Inspector Assignment: PY
Sub Type: INDUSTType: Tl
Job Address: 2042 CORTE DEL NOGAL
Suite: D Lot: 0
Location:
APPLICANT MARK MCKINNEY
Owner: BOND RANCH
Remarks: p m please
Total Time:
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Phone: 9493948439
Inspector:
Requested By: SCOTT
Entered By: CHRISTINE
Act Comments
Comments/Notices/Holds
Associated PCRs/CVs Original PC#
Inspection History
Date Description Act Insp Comments
09/15/2009 14 Frame/Steel/Bolting/Welding
09/15/2009 49 Final Mechanical
08/06/2009 14 Frame/Steel/Bolting/Welding
08/06/2009 24 Rough/Topout
08/06/2009 34 Rough Electric
08/06/2009 44 Rough/Ducts/Dampers
AP PY T-BAR
PA PY
AP PY OK TO DRYWALL
WC PY
PA PY
PA PY
EsGil Corporation
In (Partnership with government for (Building Safety
DATE: 7/30/09 a APPLICANT
a JURIS.
JURISDICTION: City of Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO.: O9-1013 SET: II
PROJECT ADDRESS: 2042 Corte Del Nogal Suite D
PROJECT NAME: Abtech - TI
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:
X3 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: Chuck Mendenhall Enclosures:
EsGil Corporation
D GA D EJ D PC 7/23/09
EsGil Corporation
In (Partnership with government for (Building Safety
DATE: 6/3O/09 O-APPUCANT
JURISDICTION: City of Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO.: 09-1013 SET: I
PROJECT ADDRESS: 2042 Corte Del Nogal Suite D
PROJECT NAME: Abtech - TI
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.
X| 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.
X| The applicant's copy of the check list has been sent to:
Mark McKinney
15500 New Park Terrace, San Diego, CA 92127
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
XI Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Mark McKinney (v-M) Telephone #: 858-756-0933
Date contacted:! A /o <? (by: K^- ) Fax #: 858-756-8549
Mail Telephone5-^ Fax*-'' In Person
REMARKS:
By: Doug Moody Enclosures:
EsGil Corporation
D GA D EJ D PC 6/23/09
9320 Chesapeake Drive, Suite 208 •* San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576
City of Carlsbad 09-1O13
6/30/O9
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.: O9-1013
OCCUPANCY: B
TYPE OF CONSTRUCTION: VB
ALLOWABLE FLOOR AREA:
SPRINKLERS?: YES
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 6/19/09
DATE INITIAL PLAN REVIEW
COMPLETED: 6/30/09
JURISDICTION: City of Carlsbad
USE: Office
ACTUAL AREA: 1600
STORIES: 1
HEIGHT:
OCCUPANT LOAD: 16
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 6/23/09
PLAN REVIEWER: Doug Moody
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the International Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state
laws regulating energy conservation, noise attenuation and access for the disabled. This plan
review is based on regulations enforced by the Building Department. You may have other
corrections based on laws and ordinances enforced by the Planning Department, Engineering
Department, Fire Department or other departments. Clearance from those departments may be
required prior to the issuance of a building permit.
Code sections cited are based on the 2007 CBC, which 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 Sec. 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.
City of Carlsbad O9-1O13
6/30/O9
Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
1. Each sheet of the plans must be signed by the person responsible for their
preparation, even though there are no structural changes. Business and
Professions Code.
2. Please provide a statement on the Title Sheet of the plans to show compliance
with the current Codes. The following are the correct current Codes:
a) The 2007 edition of the California Building Code (CBC) adopts the 2006
International Building Code (IBC) and the 2007 California Amendments.
b) The 2007 edition of the California Electrical Code (CEC) adopts the 2005
National Electrical Code (NEC) and the 2007 California Amendments.
c) The 2007 edition of the California Mechanical Code (CMC) adopts the
2006 Uniform Mechanical Code (UMC) and the 2007 California
Amendments.
d) The 2007 edition of the California Plumbing Code (CPC) adopts the 2006
Uniform Plumbing Code (UPC) and the 2007 California Amendments.
e) The 2007 edition of the California Fire Code (CFC) adopts the 2000
Uniform Fire Code (UFC) and the 2007 California Amendments.
f) The 2005 edition of the California Energy Efficiency Standards.
3. Provide a section view of all new interior partitions. Show:
a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify
manufacturer and a current approval number or indicate "to be ICBO
approved".
b) Method of attaching top plates to structure. (Please provide calculations to
show the 8' spacing to be adequate or revise the spacing to 4').
c) Show height of partition and suspended ceiling, and height from floor to
roof framing or floor framing.
City of Carlsbad 09-1O13
6/30/O9
4. Please provide notes on the plans to show the suspended ceilings in Seismic
Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as
follows:
a) All ceilings shall use a Heavy Duty T-bar grid system.
b) The width of the perimeter supporting closure angle shall be not less than
2 inches.
c) In each orthogonal horizontal direction, one end of the ceiling grid shall be
attached to the closure angle.
d) 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 or a
listed assembly.
e) Ceilings without rigid bracing must have 2" oversize trim rings for
sprinklers and other ceiling penetrations.
5. Please review the requirements, revise the plans appropriately and imprint on
the plans the City of Carlsbad Policies and Procedures for Roof Mounted
Equipment to the plans.
6. Please note in the general wiring notes on the plans "AC Cable is not allowed in
A, B, E, H, F, M, S and I occupancies. NM cable is restricted (without City
approval) to one and two family dwellings. Note on plans that an equipment
ground conductor is to be installed in all flexible conduits".
7. It appears the lighting system is to be altered, if so please provide complete
plans. Please provide the required energy compliance forms. The LTG forms
shall be signed and imprinted on the plans.
8. Please have the document author and the principle designer of the LTG-1-C
form sign the imprinted document.
9. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section
131(d). (5,000 square foot exemption has been eliminated-AB 970 energy design
change).
10. Please complete the LTG-1-C part 2 of 4 mandatory automatic controls portion
of the LTG-1-C forms.
11. Please have the principle designer check the appropriate box(s) and complete
the Statement of Compliance System Acceptance section of the LTG-1-C part 4
of 4 documents.
12. Please have the principle designer of the MECH-1 -C form check the appropriate
box and sign the MECH-1-C form.
13. Indicate the location on the plans of the approved fixture to receive the main
condensate discharge from air conditioning units. (UMC Section 309)
City of Carlsbad O9-1O13
6/3O/O9
14. GFCI protected receptacle outlets are required within 25 feet of all mechanical
equipment (heating, air-conditioning and refrigeration equipment). Please show
on plans. NEC 210.63.
Note : When alterations, structural repairs or modifications or additions are made to an
existing building, that building, or portion of the building affected, is required to comply
with all of the requirements for new buildings, per Section 1134B.2. These requirements
apply as follows:
a) The area of specific alteration, repair or addition must comply as "new"
construction.
b) A primary entrance to the building and the primary path of travel to the
altered area, must be shown to comply with all accessibility features.
c) Existing sanitary facilities that serve the remodeled area must be shown to
comply with all accessibility features.
15. It is unclear from the plans if the restrooms servicing the tenant improvement are
disabled accessible, please provide a dimensioned restroom plans showing the
restroom to be accessible compliant.
16. Show on the site plan the complying disabled accessible path of travel from the
disabled accessible parking spaces to the primary entrance of the tenant space.
Please provide detailed plans of the path of travel, indicate slope and width, any
pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking
stall details etc.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes Q No a
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation. Thank you.
City of Carlsbad 09-1013
6/30/09
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 09-1013
PREPARED BY: Doug Moody DATE: 6/30/09
BUILDING ADDRESS: 2042 Corte Del Nogal Suite D
BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB
BUILDING
PORTION
Tl
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
( Sq. Ft.)
1600
cb
Valuation
Multiplier
34.37
By Ordinance
Reg.
Mod.
VALUE ($)
54,992
54,992
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review:
Repetitive FeeRepeats
GD Complete Review
D Other
j—i Hourly
EsGil Fee
Structural Only
Hr. @*
$407.25
$264.71
$228.06
Comments:
Sheet 1 of 1
macvalue.doc +
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB 09-1013 DATE 6/22/9
ADDRESS 2042 Corte Del Nogal
RESIDENTIAL ADDITION-
MINOR (<17,000.00)
RETAINING WALL
VILLAGE FAIRE
POOL/SPA
TENANT IMPROVEMENT
COMPLETE OFFICE BUILDING
OTHER office - office - no change in parking and new HVAC will
not be seen
PLANNER Chris DATE 6/22/9
DATE
H:\ADMIN\CO(JNTER/PLANNING/ENClNEERlNG APPROVALS
Carlsbad Fire Department
Plan Review Requirements Category: 11, INDUST
Date of Report: 07-28-2009 Reviewed by:
Name:
Address:
MARK MCKINNEY
Permit#:CB091013
Job Name: ABTECH: 1600SF TI/OFF TO OFF
Job Address: 2042 CORTE DEL NOGAL CBAD St: D
TivrnivrpT FTF The iteni you have submitted for review is incomplete. At this time, this office cannot
adequately conduct a review to determine ™mn]r~^"*'*^rc*%^^ u.imLmig pi^c^ review
carefully all comnisaiwitteaiie^^WSSseresubniit the necessary plans and/or specifications, ^vllh-ekariges "clouded",
to this office for review and approval.
Conditions:
Cond: CON0003550
[NOT MET]
Cond: CON0003583
[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: 07/28/2009 By: cwong Action: AP
One2 Engineering
Structural & Bridge Engineers
9750 Miramar Road, Ste. 310
San Diego, CA 92126
Phone: (858) 335-7643
Fax: (858)586-0911
Structural Calculations
PROJECT: ABTECH Server Room - New AC Units on Roof
(Project* 001.133-09)
P.O. # S2466-01
CLIENT:Countywide Mechanical Systems, Inc.
DESIGNED BY:
J.L.O. / D.R.O.
DATE: 06/09
One? - Structural Engineers
This signature is to be a wet signature,
not a COPY
Signed By:
(This set of calculations has pages.)
BK1DGI
\STWOVRAL
Orie Engineering
Structural & Bridge Engineers
9750 Miramar Road, Suite 310
San Diego, CA92126
Structural Calculations - Table of Contents
ABTECH Server Room - New AC Units on Roof
Orie2 Job No. 001.133-09
1) Scope i
2) Site Map 1
3) Gravity Loads 2
4) Check (E) Roof Beams for new AC Units 3 to 7
5) Seismic Anchorage of AC Units 8 to 12
6) Equipment Cut Sheets 13to 16
Orie2 Engineering
Project and Location: ABTECH Server Room - New AC Units on Roof
Orie2 Job No. 001.133-09
Scope:
The scope of this project involves installing (2) new roof mounted Air Conditioning units
and making provisions for (I) future AC unit. This building is a 1-story concrete tilt-up
panel building with panelized roof system framed with gluelam beams, 4x14's and 2x4's
with plywood. The AC Units are located over a main gluelam beam, with (2) units
located near columns. This building is located at 2402 Corte del Nogal in Carlsbad, CA
92011.
Codes:
California Building Code (2007 CBC)
Design Criteria:
Loads: Manufacturer Provided Unit Weights (see below)
Roof Live Load: 16 psf (reduced based on trib area)
Seismic:
Site Class D, Seismic Occupancy Class IV
Ss= 118.7%
Si = 44.8 %
Ip = 1.0
Equipment Weight:
AC Unit = 755 Ibs.
Premanufactured Curb for AC = 100 Ibs. estimated
IE1
9750 Mramar Rd , Sle 310
San Diego. CA 92126
One1 Engineering
Structural & Bridge Engineers
Pfwnef: (858) 335-7643
FAX*: (858)451-6142
Project No.001.133-09
PROJECT : ABTECH - Roof HVAC Units
Page 1
PAGE NO OF
DATE: 06/10/09
BY: JLO
StteMgp
BEST COPY
9750 Miainar Road. Ste. 310
E—.Qrego.CA 92126
One' Engineering
Structural & Bridge Engineers
Phone * (858) 335-7643
FAX»' (858)451-8142
Project No : 001.133-09
PROJECT: ABTECH - Roof HVAC Unite
Page 2
PAGE No OF
QftTE:
SY :
06<09<Q8
J.LO.
Gravity and Wind Design Loads
CODE:
ROOF DEAD LOADS.
2007 CaMomia Buiang Code (CaC)
TFOArgl Wh*t Roof
2rf Roof JooB 8 2*" O.C
Sub-Total
ToM
• : osf
1.5 p*10 pit
1.5 p*
0.5 Dd
1.5 pit
90 pit
P»8.0 pit
ROOF LIVE LOADS:
Slope-
Tneulary Area =
2007 CBC Tabte 16-C
<4:12 (choose •<*•. "41012". or-»12-)
(choose -<20(r. -201I0600-. or->«xr)
==• : 200 ps!
FLOOR DEAD LOADS:
Sub-Total 0.0 ps'
ps;_
00 pcf
WALL DEAD LOADS:
FLOOR LIVE LOADS:2007 CBCTabfc 16O7
PageS
•a?One2 Engineering
Structural S Bridge Engineers
9750 Miramar Rd.. Ste.
San Diego CA 92126
Phone *: (856) 336-7643
FAX*: (858)451-6142
Pro-eel No.: 001.133-09
PROJECT : ABTECH - Roof HVAC Units
PAGE No. OF
DATE: 06/09/09
BY: JLO
Porlial Roof Promina Plan
•
.Y
Page 4
SKtonSeb
-.624k/ft
-1k
-.624km -.624kmr
-1k
T_
-1k
-.624Wft -.624k/ft
TI5
Loads: LC 1, D+L+HVAC
Orie2 Engineering, Inc.
DRO
001.133-09
ABTECH - HVAC
D+L+HVAC
June 9, 2009 at 3:09 PM
untilled.r3d
Company : Grie2 Enaineerina. Inc
Designer : DRO
Job Number : 001.133-09 ABTECH - HVAC
Page 5
June 9, 2009
3:51 PM
Checked By:
Basic Load Cases
1
2
3
BLC Description
D
L
HVAC
Category
None
None
None
X Gravity Y Gravity Z Gravity
-1
Joint Point
3
Distributed Area (Me... Surface (...
1 5 T
5
Wood Design Parameters
1
2
^_4_
5
Label ^_Shape Lenpth[ffl Ie2[ft]
JM1 6-3/4x22.5 3{L_ 8
M2 6-3/4x27 |0_ 8
M3 6-3/4x27 41 _ 8
M4 6-3/4x27 \ 10 i 8
M5 6-3/4x22.5 38 8
Ie1[ftl le-bend to... le-bend bo... Kyy Kzz CV
_5___ ';
"8 : ! i : """"
Cr y sway z_sway__
Joint Coordinates and Temperatures
1
2
3
4
5
6
Label
N1
N2
N3
N4^
N5
N6
X[ftj
0
38
48
89
99
137
Y[ft]
0
0
0
0
0
0
Z[tt]
0
0
0
0
0
_Jsmm
0
0
0
0
0
0
Detach From Diap...
Joint Reactions
1
2
3
4
5
6
LC
1
1
1
1
1
1
Joint Label
N1
N3
N4
N6
Totals:
... CQGCfflL
X[k]
0
0
0
0
0
X: 68.5
Y[k]
12.557
34.44
34.44
12.557
93.996
Y:0
Z[k]
0
0
0
0
0
Z:0
MX [k-ftj____
0
0
LOCKED
0
MYJk-ftJ
0
0
0
0
MZ [k-ft]
0
0
0
0
Load Combinations
Descnption SolvePD... SR... BLC FactQLBLC Factor BLC Factor BLC_Factor BLC Factor BLC Factor BL
D+L+HVACYes 11 21 31
Factor BLC Factor
Load Combination Design
1 Description
^D+L+HVACL
ASIJF .CD
1.25
ABIF Service Hot Rolled
Yes
Cold Formed
Yes
Wood
Yes
Concrete
Yes
Masonry
Yes
...J:ootjngs_
Yes
Member Distributed Loads (BLC 1: D)
1
2
3
4
5
Member Label
M1
.._ M2
M3
M4
M5
Direction
Y
Y
Y
Y
Y
Start Magnrtude[k/ft.d.
-.24
-.24
-.24
-.24
-.24
.End Magnitude[k/fl.d.
-.24
-.24
-.24
-.24
-.24
Start Location[fL%]
0
0
0
0
0
End Location[ft %]
0
0
0
0
0
Member Distributed Loads (BLC 2: L)
nH KAartr>rtiiHa.ik/ft H Qfart I rwatifmlft QgJ nrJ I nr-atinnSft »L\
RISA-3D Version 8.0.3 |\...V..V..V. A...\133-09 - ABTECH Roof Mounted AC Units\calc\glb-check.r3d] Page 1
Company : Orie2 Engineering, Inc.
Designer . DROJob Number: 001.133-09 ABTECH - HVAC
Page 6
June 9, 2009
3:51 PM
Checked By:
Member Distributed Loads (BLC 2: L) (Continued)
1
2
3
4
Member Label
M1
M2
M3
M4
Direction Start Maanitudefk/ft.d.
Y
Y
Y
Y
-.384
-.384
-.384
-.384
End Maqnitudefk/ft.d
-.384
-.384
-.384
-.384
.. Start Location[ft.%l
0
0
0
0
_End LocaSonlfL%l
0
0
0
0
M5 -.384 -.384
Member Point Loads (BLC 3: HVAC)
1 ,
2. . _
3..1 _
Member Label
M3
M3
M3
Direction
Y
Y
i Y
Magmtude[k,k-ftJ
-1
-1
Locatk>nlft,%l
2
39
20.5
Custom Wood Properties
LabeJL RfksiJ Fy jksil
No Data to Print...
_EcJcsij E fksil .... SCL
Member Primary Data
1
2
3
4
5
Label
M1
M2
M3
M4
M5
I Joint
N1
N2
N3
N4
N5
J Joint
N2
N3
N4
N5
N6
K Joint Rotate(deg) Section/Shape
6-3/4x22.5
6-3/4x27
6-3/4x27
6-3/4x27
6-3/4x22.5
Type
Beam
Beam
Beam
Beam
Beam
Design List
Rectangular
Rectangular
Rectangular
Rectangular
Rectangular!
Material
24F-V8
24F-V8
24F-V8
24F-V8
24F-V8
Design Rules
Typical
Typical
Typical
Typical
Typical
Member Section Forces
LC Member Label
1 ! 1 M1
2
3 i :
4 i
5 !
61 M2
7 :
8
9
10
11 1 M3
12
13
14
15
16 1 M4
17
18
19
20
21 1 M5
22
23
24
25
Sec
_i 1
2
3
4
5
1
2
3
4
5
1
2
3
4
5
1
2
3
4
5
1
_ 2
3
4
5
Axial[k]
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y Sheadk]
i 12.557
6.279
i 0
! -6.279
-12.557
-12.557
-14.228
-15.899
-17.57
-19.24
15.2
7.35
-.5
-7.35
-15.2
19.24
17.57
15.899
14.228
12.557
12.557
6.279
0
-6.279
, -12.557
z Shear[k]
0 i
I 0 I
I 0 I
i 0
0
0o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0Q
TorqueJfcftL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
v-y Moment[k-.
i 0
0
\ 0
0
0
0
i 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0r — o i "~
0
0
.z-z MomenJK-...
4— 0
i -89.471
I -119.295
! -89.471
< 0
0
33.482
71.141
112.976
158.989
158.989
46.544
6.313
46.544
158.989
158.989
112.976
71.141
33482
0
-89.471
-119.295
-89.471
0
RISA-3D Version 8.0 3 [Y..Y..Y..Y..Y..Y133-09 - ABTECH Roof Mounted AC Units\calc\g!b-check.r3d] Page 2
Company
DesignerJob Number
Orie2 Engineering, Inc.
DRO001.133-03 ABTECH - HVAC
Page?
June 9. 2009
3:51 PM
Checked By.
Wood Section Sets
Label
1 6-3/4x225
Shape
! 6.75X22.5FS j
— Type_.
Beam
Desgn List
\ Rectangular
Material
24F-V8
Design Rules A Hn21 Iw fin41
Typical 151.875 !576.65
izz[irv4j
! 6407.227
J[in41
1870.948
2 i 6-3/4x27 J6.75X27FSJ Beam Rectangular , 24F-V8 Typical 182.25 i 691.98 i 11071-688 2332.116
Member Wood Code Checks (Bv Combination]
1
2
. 3
4
5
LC
[1|i 1 :
1
.. „,.
Member Shape UC Max Locfft]
M1 [6.75X22.... .973 19
M2
M3
M4
M5
JB.75X27FS .803 I
6.75X27FS .924
6.75X27FS .803 !
6.75X22.... .973 t
10
0
19
Shear ...
.431
.551 ^
.435
.551
.431
Loclft] Dir
38 ! V
10 ; V
0 y
Q .j.y..
_0 v
Fc'[ksi] Fffksi] Fb1'[ksi]Fb2'fksi]
1.502 1.375 1 2.583; 1.67
1.848 11.375! 2.898 1 1.874
1. 663 ' 1.375 2.517 1.627
1.848! 1.375! 2.898 11.874
1.502! 1.375 2.583 1.67
Fv-tksi]
.288
.288
.288
.288
.288
RB
6.885
i 8.433 ]_
17.075
8.433
; 6.885 i
CL
1
1
1
1
1
CP Eqn
i .728 3.9-3
i .896 ! 3.9-3 I
.806 3.9-3
.896 3.9-3 I
.728 3.9-3
RISA-3D Version 8.0.3 [\...\...\...V..\...\133-09 - ABTECH Roof Mounted AC Units\ealc\glb-check.r3dl Page 3
PageS
IE*One Engineering
Structural S Bridge Engineers
Project No.: 001 133-09 PAGE No. OF
DATE: 06/11/09
9750 MiramarRd. Ste .310 Phone *: (858) 335-7643 PROJECT: ABTECH
San Diego. CA 92126 FAX#: (858X51-6142
- Roof HVAC Units
BY: JIO
Seismic Anchoroge ot AC Unit
«TT*CH SEE* or; ~3->^
t'.&'if IB. HWEKK (8) XX,TS or x
\
\m
C.C *T - S5E J6.
X MT 4- P:EV»'.^
"' ^ .¥
e
^_ J
i i ?
/
*•r.5*;
/ /
/ •»»*•*• /<Mt 4.VA — ' 5* -"^ J^
** "U*1 -fuiir.i fc> »tti»i.
K -: I'.liU. & UHl^il".CIS H-HJL «IH /
r*? 5' om /(E Of -» -L*4 /
^""^ *--*--
qgsgs:
/
n
y ;^. BP.T -.ft » 4- «i ^5"
/, h: -B E< ici: SEE y »-j
c /
1I
1 / aoarcxnc
/ . — w'i' an • ">—• if r*v lie.
/ S iiU5 • '.r oc m. ax>t*i
n? '•' vf-i rn.
i VB....,,J
V ^^
rA SECTION A-A fAC UNIT ANCHORAGE & SLPPORTI
n * i * t"— '*-o*
Page 9
One Engineering
Structural & Bridge Engineers
PAGE*
JOB*: 001.133-09
9750 Mramar Rd.. Suite 310 Phone *: (858) 335-7643 PROJECT: ABTECH DATE: OSIOffiS
San Diego. CA 921 26 FAX *: (858) 585-091 1 DESCRIPTION: AC Aneftorase DESIGNED: r-C
'" Floor Mounted Equipment Stability Check (per 2007 CBC) ™
Descripnon AC Anchorage I
At Roof Level I
| Q^ |
I Input 1 | — Base Shear —
1
SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS ASCE7-OS 13.3.1 I Fp = Fac"Wp (Ibs ) = 248 Ibs |ASD
1
Code: 2007 CBC, ASCE 7-05 CHAPTER 11, 12 13 SEISMIC DESIGN CRITERI/I Vert Comp 0.2xSos"W (Ibs ) = 139 fcs. (ASD
SHe Class: D Table 20-3-1, Default = D |
25p Code: 82127 (San Diego) I
| — Overturning and Uplift Forces (Diagonal) —
S,: 118 7000 %g (US6S using Latitudeft.ongrlude) |
S,: 44.8000 %g I Crit O T Angle (Tbeta) = ian-1(b2/b1) = 0.9908 radians
F,: 1.0250 Table 11 4-1 |
F,: 1.5520 Table 11 4-2 I
56.8 degrees
SM<: 1.2167 F.-S, | (0.9"W - FpvyN = 1577 rbs.
S*,: 0.6953 F.-S, |
805:0.8111 2/3(8*,) | [Fph'sin(m)"h/(1»tl'b2)i = 33.3 Ibs.
So,: 0.4635 2/3<S«) |
| [Fptl-cos(th)-h/(1«!*N'b1))= 33.3 Ibs.
Occupancy: IV I
<r1 I
ap = 2 5 |
Rp = 6 (shallow embed - reduced By 1/2) I
1=20 |
h * 20 |
Total = -910 Ibs No Uplift
Uplift Pt (per A.B,)= 0.0 IBs.perA.B
Seismic Force: | — Overturning and Uplift Forces (Short Direction) —
(RA) 1 OTM = Fph •
Fp* 0.4056 xWp <-Govems I
h = 6.94 kip-in
| RM = (0.9-W-Fpv)"b1/2= 17.98 kip-in
Fprt," 02433 xW, | Uplift Pt = (OTM -RM)/b1= -193.7 Ibs No Uplift
I
F^mt'ieSosIp xWj | UpMiPt(perA.B) = O.OIbsperA.B
F^a,^ 1.2978 xWp, |
1
Fp=04056 xWp | — Load to Single BoH —
F««SD,= FPX 0.7= 02897 x Wt |
i Tension per Bolt (fcs ): 0
i
! Shear per Bon (Ibs,) : 41
1
— Equipment Wl and C.G Location — | — Combined Shear and Tension —
1
Wl of Equip. -W (Ibs.) 855 | V/Vallow. = 0231 <10 OK
Horiz. Width of Unit- b1 (in): 57 |
Horiz Length of Unit- b2 (in): 37 | T/Tallow . = 0000 <10 OK
Vert DisitoC.G. -h(in) : 'i'f. \
I
— Anchor Bolt Information — |
I
Total No of A. B's : f-j |
No. of A-B.'s at Comer - N : <". |
Anchor Bolt Size and Type *1 0 SMS't :r i,'Z' L ag Bosis |
Min Embeddment Depth (in.) : ; V. \
1
1
— ICBO Value— |
Allow Shear/bolt (fcs.) : 179 179 |
Allow Tension/bon (IDs ) : 98 96 I
Proof Load (Ibs.) |
(Forfc= nfa psi) |
(Min Edge Distance: 12 in) |
I
b2
1 Fp,
bl e ^^r p' h
®'
JL~Tmax
T ^
Plan View
0231 <12 OK
1Use #10 SMS's or 1/2" Lag Bolts with 2.00 in. Min. EmberJ
and Min. Edge Distance of 12 0 in
(For f c = n/a psi)
v t Fp.v t
T tr"
bl >C T* b2 C
Side Elevations
Page 10
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 33.117
Longitude = -117.284
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.01 deg grid spacing
Period Sa
(sec) (g)
0.2 1.187 (Ss, Site Class B)
1.0 0.448 (S1, Site Class B)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 33.117
Longitude = -117.284
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D - Fa = 1.025 ,Fv = 1.552
Period Sa
(sec) (g)
0.2 1.216 (SMs, Site Class D)
1.0 0.695 (SM1, Site Class D)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 33.117
Longitude = -117.284
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.025 ,Fv = 1.552
Period Sa
(sec) (g)
0.2 0.811 (SDs, Site Class D)
1.0 0.464 (SD1, Site Class D)
Page 2 of 2
Page 11
ER-5623
TABLE 1—ALLOWABLE SCREW LOADS3-4 (pounds)
SCREWSIZE AW}TYPP
7PHP
8SD
10 SD
12 SD
14 SO
6DW
7DW
8DW
10 DW
NOMMALSHANKDIAMETER
(inch)
0.1S2
0.164
0.190
0.216
0,250
0.138
0.152
0.164
0.190
STEEL PLATES*[Cago. ThimiKiia (mdi). Yteld Strength. fy amM
25O.S1S33
Shear
—
—
—
—
—
—
—
—
258HH9as
TensionPatent
—
—
—
—._
58
55
63
56
20B£3333
Shear
171
179
176
190
206
—
—
—
—
2»0.833
33
TensionPuOout
85
104
96
98
121
119
113
120
119
1»OJ4433
Shear
308
331
290
316
332
—
—
--
—
180.64433
TendonPuttoU
1 54
123
!25
131
128
—
—
—
_-
16fl.OSSSB
Shear
434
409
416
476
476_
—
—
—
1«8.05550
TemionPulout
197
210
200
222
226
—
—
—
—
14&MSSO
Shear
—
427
664
673
673
—
—
—
—
14
B.K9
SO
PtMout
—301
240
2X2
265
—
—
_
—
120.099St
Shear
—
—
621
S49
912
—
._.
_.
—
120.099
50
TensionPuHouI
—
328
369
42S
424
—
—
—
—
ForSI: 1 inch = 25.4 mm, 1 Jbf=4.45N, 1 ksi = 6-89MPa.
'PHP - Phillips pan bead self-drilling.
SD = Hex-head Self-drilling.
DW = Drywall.
2Steel plate thickness is the thickness for a single sheet.
3 Allowable shear values are for a single-shear connection consisting of two steel sheets of the same material type and thickness.
4Allowable tension pulloul values arc for withdrawal of a screw from a single sheet of steel.
Page 12
11.2 Reference Withdrawal Design Values
11.2.1 Lag Screws
11.2.1.1 The reference withdrawal design values, in
Ib/in. of penetration, for a single lag screw inserted in
side grain, with the lag screw axis perpendicular to the
wood fibers, shall be determined from Table 11.2A or
Equation 11.2-1, within the range of specific gravities
and screw diameters given in Table 11.2A. Reference
withdrawal design values, W, shall be multiplied by all
applicable adjustment factors (see Table 10.3.1) to ob-
tain adjusted withdrawal design values, W.
W = 1800G3/2D3M (11-2-1)
11.2.1.2 When lag screws are loaded in withdrawal
from end grain, reference withdrawal design values, W,
shall be multiplied by the end grain factor, Ceg = 0.75.
11.2.1.3 When lag screws are loaded in withdrawal,
the tensile strength of the lag screw at the net (root)
section shall not be exceeded (see 10.2.3).
Table 11.2A Lag Screw Reference Withdrawal Design Values (W)1
Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main member.
Length of thread penetration in main member shall not include the length of the tapered tip (see Appendix L).
Specific
Gravity,
G
0.73
0.71
0.68
0.67
0.58
0.55
0.51
0.50
0.49
0.47
0.46
0.44
0.43
0.42
0.41
0.40
0.39
0.38
0.37
0.36
Lag Screw Unthreaded Shank Diameter, D
1/4"
397
381
357
349
281
260
232
225
218
205
199
186
179
173
167
161
155
149
143
137
5/16"
469
450
422
413
332
307
274
266
258
242
235
220
212
205
198
190
183
176
169
163
3/8"
538
516
484
473
381
352
314
305
296
278
269
252
243
235
7/16"
604
579
543
531
428
395
353
342
332
312
302
283
273
264
226 254
218 | 245
210 ; 236
202 [ 227
194 - 218
186 209
1/2"
668
640
600
587
473
437
390
378
367
345
334
312
302
291
281
271
261
251
241
231
5/8"
789
757
709
694
559
516
461
447
434
408
395
369
357
344
332
320
308
296
285
273
3/4"
905
868
813
7%
641
592
528
513
498
467
453
423
409
395
381
367
353
340
326
313
7/8"
1016
974
913
893
719
664
593
576
559
525
508
475
459
443
428
412
397
381
367
352
1"
1123
1077
1009
987
795
734
656
636
617
580
562
525
508
490
473
455
438
422:
405
389
1-1/8"
1226
1176
1103
1078
869
802
716
695
674
634
613
574
554
535
516
497
479
461
443
425
1-1/4"
1327
1273
1193
1167
940
868
775
752
730
686
664
621
600
579
559
538
518
498
479
460
*
Page 13
Carrier
lurn to the Experts
SUBMITTAL DATA
Carrier Sates &
Distribution
Southern California
San Diego Branch
JOB NAME & LOCATION
ABTECH
San Diego, CA
MECHANICAL CONTRACTOR
COUNTYWIDE MECHANICAL SYSTEMS
EQUIPMENT COVERED
Quantity Model Number I Mark For
! 50TM-008-A-5 j 7.5 Ton Std Eff Cooling Only RTU j
PREPARED BY
DINO C. ALUNAN, ETT
Commercial Sales Engineer
PH (951) 694-2716
FX (860) 622-0448
Carrier
A United Technologies Company
Date:
Revision No.:
Salesperson:
June 1, 2009
Dino C. Alunan
Page 14
Project: Abtsch- Carrier 50TM Units
Prepared By: Pino C. Aiunar.
Unit Report For 7.5 Ton Std Iff Coo! Only
0601.20091
ll:58ANl|
Unit Parameters
Unit Model: 50TM-008-A-5
Unit Size: 008 (7-1/2 Tons)
Volts-Priase-Henz: 208-3-60
Heating Type: None
Duct Cfg: Vertical Supply / Vertical Return
Heating Capacity:
Dimensions (ft. in.) & Weight (Ib.) "**
Unit Lenoth: 7' 3"
Unit Width: 4'10"
Unit Height 3' 5"
Base Unit Weight 755
*** Weights and Dimensions are approximate. Weight does not include roof
curbs, unil packaging, field instated accessories or factory
instated options. Approximate dimensions are provided pransr% for
shipping purposes. For exact dimensions and weigtils, refer to appropriate
product data catalog.
Ib
Lines and Fitters
Condensate Drain Line Size: 3/4 in.
Return Air Filter Type: Throwaway
Return Air Filter Quantity: 4
Return Air Filter Size: 16x20x2
Unit Configuration
Standard Eiectro-Mechanical Controls
Alternate Motor
AI/Cu Cond and Evap
Warranty information
First Year - Parts Only (Standard)
No optional warranties were selected.
NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods.
Ordering Information
I Part Number
I 50TM-008-A-5
Description Quantity :
Rooftop Unit | 2
Base Unit
Standard Electro .Mechanical Controls
Accessories
CPLOWAMB001AOO
Alternate Motor
AI/Cu Cond and Evap
Motormaster II Low Ambient Control 2
Packaged Rooftop Builder 1.19h
Page 15
Project: Ablach- Carrier 50TM Units
Prepared By: Pino C. Alunan
Certified Drawing for 7.5 Ton Std Eff Cool Only
06/01/2009
11:58AM
«' i* X •*-*•, :• "« irM'.tt.i.'.i* '»«» ••«sc--. sv&s5 "*•"•*'!*
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Packaged Rooftop Builder 1.19h
BEST COPY
rn
oO
DATE:
CALCULATED KNOCKED D:>WN ADJUSTABLE
PITCH CURB FOR CARRIER 48/cO
TF,TFQ,TJ,HJ,TJQ,TM 108-014 UNITS
PART NUMBER:
Kl:S97HJ7i;:APCBCO{!
SUBMITTED TO:
COMPANY:CARRIER
DRAWN BY;
JOB NAME!
WEIGHT:
NOTES:AS REQUESTED
16 GA HOLD DOWN DETAI.
1.875
3,875
FEATURES
BLOCKED TOP CORNERSANC
PRE-PUNCHED ASSEMBLY HOLES
ROOFCURB SIDES AND ENDS ARE
16 GA GALVAN'ZED STEEL.
GASKETING PACKAGE INCLUDED
FULL PERIMETER WOOD NAlLcR
ASSEMBLY HARDWARE INCLUDED
FOR FIELD ASSEMBLY
MEETS 2006 IBC AND 2001 CBC SEISMIC
DESIGN REQUIREMENTS.
1.73
-16 GA UPPER FRAMi:
WOOD NAILER
14 GA CATCH
-W TYP
7" ON CENTER (MAX)
x—#10 TEK SCREW
sfT ON CENTER (MAO
^/•H GA BOTTOM FKAME
ADJUST UP TO 5/8"
IN 12" PITCH EITHER
DIRECTION
^ ...TACHHOLDCDWNWITH fllOTEK SCREWS
' (8) FROM HOU I C WN TO CURB
(4) FROM HOLT I C WN TO UNIT
TYP EACH HOU DOWN
•ASSEMEI z WITH (2){"-20 X J 1 ,«.TS
INUPPElf-<AME,(2)t"-M)Xj' 101..TS
INLOWlil 1'RAMS FOR EACH ( CRNER
THIS" DOGUMBMTISTHEPHO^'E^TY OF MICROMETL CORi>C.RATION AND IS OELIVERI.C UPON TMG EXPRESS COHriTtON THAT THE CONTENT- -VVll.L NOT BE OISCIO3E ) )(, UOCD WITHOUT MICR(* I;'T'S WftlTTEMCONSEW .
MANUFACTUt* REiiCRVHS THE RIGHT TO OlfiCONT I HUE, OR CHANlIt Ai .ANYTIME. 3PECIflCATK*J5 I DESIGNS WITHOUT A JV NO HC6 AND WITHOUT V CURING 06L1GATION5. '^1 PrVIOHl MIWOMSTLCCR XIWIION 1fl99. ALLRIGIP 1
MiCROMETL CORPORATION • 303S N. SHADEUAUD AVE.. SUITE 300 • INI3IVNAPOLIS. IN <625« • 1 8DO-668-4B2S "• MICF.I, Efl. WEST - 302 SOUTl I IBTH STREET • SPA »l IS, NV • 1-eOO-88*--iSB2
TITLE 24 REPORT
Title 24 Report for:
Abtech Computer Rooms & Office (Mechanical)
2042 Corte Del Nogal, Suite "D"
Carlsbad, CA 92011
Project Designer:
Countywide Mechanical System, Inc.
9330 Stevens Road
Santee, CA 92071
(619)449-9900
Report Prepared By:
David Schneider
Title 24 Energy Consultants
1010 Second Avenue, Suite #135-A
San Diego, CA92101
(619)595-7891
California Association of Building Energy Consultants
CERTIFIED ENERGY ANALYST
David Schneider
Residential #R05-08-719
Nonresidential #NR05-08-773
TITLE 24CONSULTANTS
Job Number:
09-086
Date:
6/13/2009
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 Nonresidential 2005 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC - www.energysoft.com.
EnergyPro 4.4 by EnergySoft Job Number: 09-086 User Number: 1562A
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 6
Form MECH-4-C HVAC Misc. Prescriptive Requirements 7
Form MECH-MM Mechanical Mandatory Measures 8
HVAC System Heating and Cooling Loads Summary 10
Zone Load Summary 11
Room Load Summary 12
Room Heating Peak Loads 13
EnergyPro4.4 by EnergySoft Job Number: 09-086 User Number: 1562A
CERTIFICATE OF COMPLIANCE (Parti of2) MECH-1-C
PROJECT NAME
Abtech Computer Rooms & Office (Mechanical)
DATE
6/13/2009
PROJECT ADDRESS
2042 Corte Del Nogal, Suite^'D'^Carlsbad
PRINCIPAL DESIGNER - MECHANICAL
1
TELEPHONE Building Permit #
BUILDING TYPE iXj NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM
PHASE OF CONSTRUCTION
METHOD OF MECHANICAL
COMPLIANCE
PROOF OF ENVELOPE COMPLIANCE
NEW CONSTRUCTION
PRESCRIPTIVE
ADDITION 'X ALTERATION UNCONDITIONED (File Affidavit)
PERFORMANCE
PREVIOUS ENVELOPE PERMIT J ENVELOPE COMPLIANCE ATTACHED
DOCUMENTATION AUTHOR
Title 24 Energy Consultants
TELEPHONE(619)595-7891 Checked by/Date •
Enforcement Agency
"""- URR ' "
(GENERAL INFORMATION
DATE OF PLANS BUILDING CONDITIONED FLOOR AREA
I
CLIMATE ZONE
[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 aOcurate and complete.
DOCUMENTATION AUTHOR SIGNATURE// // /}/ /? DATE
David Schneider /l>w£^l^ 6/13/09
The Principal Mechanical Designer hereby certifies that the opposed building tiesi§iTTBpresented in this set of construction
documents is consistent with the other compliance forms aria 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.
j The plans & specifications meet the requirements of Part 1 (Sections 10-103a).
| | The installation certificates meet the requirements of Part 1 (10-103a 3).
j | 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.)
I I I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this docume^
person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, or mechanical engin
am a licensed architect.
K7" 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 f&
^ 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 pe
structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1.;™-zte@_ "PRINCIPAL MECHANICAL DESIGNER - NAME
Certified
NR05-07-572
'.CALIFORNIA
[INSTRUCTIONS TO APPLICANT
-XI MECH-1-C: Certificate of Compliance. Part 1, 2, 3 of 3 are required on plans for all submittals.
rx; MFCH-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
j ~ ' plans.
£ MECH-3-C: Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation, but may be on plans.
[X MECH-4-C: HVAC Misc. Prescriptive Requirements is required for all prescriptive submittals, but may be on plans.
Li MECH-5-C: Mechanical Equipment Details are required for all performance submittals.
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page: 3 of 15
CERTIFICATE OF COMPLIANCE (Part 2 of 2) MECH-1-C
PROJECT NAME
Abtech Computer Rooms & Office (Mechanical)
DATE
6/13/2009
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 I
Ixj MECH-2-A: Ventilation System Acceptance Document
-Variable Air Volume Systems Outdoor Air Acceptance
-Constant Air Volume Systems Outdoor Air Acceptance
Equipment requiring acceptance testing
Installing Contractor
Test required on all New systems both New Construction and Retrofit.
JX] MECH-3-A: Packaged HVAC Systems Acceptance Document
Equipment requiring acceptance testing
Installing Contractor
Test required on all New systems both New Construction and Retrofit.
\ MECH-4-A: Air-Side Economizer Acceptance Document
Equipment requiring acceptance testing
installing Contractor
Test required on all New systems both New Construction and Retrofit. Units with economizers that are installed at the factory and certified with the
commission do not require equipment testing but do require construction inspection.
\ MECH-5-A: Air Distribution Acceptance Document
Equipment requiring acceptance testing
This test required If the unit serves 5,000 ft2 of space or less and 25% or more of the ducts are in nonconditioned or semiconditioned space like an
attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or
replace the packaged unit.
• MECH-6-A: Demand Control Ventilation Acceptance Document
Equipment requiring acceptance testing
All new DCV controls installed on new or existing packaged systems must be tested.
MECH-7-A: Supply Fan Variable Flow Control Acceptance Document
Equipment requiring acceptance testing
All new VAVfan volume controls installed on new or existing systems must be tested
_, MECH-8-A: -Hydronic System Control Acceptance Document
-Variable Flow Controls Applies to chilled and hot water systems.
-Automatic Isolation Controls Applies to new boilers and chillers and the primary pumps are connected to a common header.
-Supply Water Temperature Reset Controls
Applies to new constant flow chilled and hot water systems that have a design capacity greater than or equal to 500,000 Btulhr.
-Water-loop Heat Pump Controls
Applies to all new waterloop heat pump systems where the combined loop pumps are greater than 5 hp.
-Variable Frequency Controls Applies to all new distribution pumps on new variable flow chilled, hydronic heat pump
or condenser water systems where the pumps motors are greater than 5 hp.
Equipment requiring acceptancetesting_ _-- __ -^ _- _-_l;:zz-
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page:4 of 15
AIR SYSTEM REQUIREMENTS Parti of2 MECH-2-C
PROJECT NAME
Abtech Computer Rooms & Office (Mechanical)
DATE
6/13/2009
ISYSTEM FEATURES
ITEM OR SYSTEM TAG(S)
Number of Systems
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
AIR SYSTEMS,_Central_or Single Zone
(Carrier 50TH-008-A-5
2 _ ;
Reference on Plans or Specification '
No
121(c), 122(e) I Programmable Switch
122(e) No Setback Required
Auto
n/a
R-8.0
144 (a &b)
PRESCRIPTIVE MEASURES
Calculated Heating Capacity xi.432
Proposed Heating Capacity 2
Calculated Sensible Cooling Capacity x 1.212 1144 (a & b)
1144 (a & b)
144 (a & b)
144(c)
144(c)
67,662 btuh
0 btuh
_ J49_,9_58 btuh
146,809 btuh
Constant Volume
144 (c)
Proposed Sensible Cooling Capacity
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 group of similar units) 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" in the column.
2: Not required for hydronic heating and cooling. Either enter a value here or put in reference ot plans and specificatons 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.
Yes ;
J44(d) No ;___
144 (e) _^ Fixed Temp (Integrated)
144 (Q , Constant Temp
144 (f) Constant Temp
144 (k)No
INOTES TO FIELD - For Building Department Use Only
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page:5 of 15
MECHANICAL VENTILATION MECH-3-C
PROJECT NAME
_Abtech Computer Rooms & Office> (Mechanical)^
DATE
6/13/2009
[MECHANICAL VENTILATION (Section 121(b)2)
PRESCRIPTIVE REHEAT
LIMITATION (Section 144(d))
AREA BASIS
C
OCCUPANCY BASIS
E F ! G
VAV MINIMUM
K L
o*>>!JS s
enja — 0-3 -ncCD< -• - ^S3« ?>= || 33?
-n"Sio3§ I? i-S c
3
o§ ? o» o-n S. M -n co •*JSp MaxColumnsft3s
Minimum ventilation rale per Section 121, Table 121-A _
JE | Based on fixed^seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating.
H [Required Ventilation Air (REQ'O V.A.) is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D or G).
jylustjje greajer than or equal to H, or use Transfer Air (column N) to make up the difference.
Design fan supply cfm (Fan CFM) x 30%; or
Condition area (n. sq.)x 04 cfm/ft. sq.; or
Maximum of Columns H, J. K, or 300 cfm
This must be less than or equal to Column L and greater that or equal to the sum of Columns H + N.
Transfer air must be provided where the Required Ventilation Air (column I) is greater than the Design Minimum Air (column M). Where required, transfer air must be greater than or equal
to the difference between the Required Ventilation Air (column I) and the Design Minimum Air (column M), column H - M.
EnergyPro4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page:6of 15
MECHANICAL SIZING AND FAN POWER MECH-4-C
PROJECT NAME
SYSTEM NAME
Abtech Computer Rooms & Office (Mechanical)
(2) Carrier 50TH-008-A-5
DATE
I 6/13/2009
FLOOR AREA
1,925
IFAN POWER CONSUMPTION
A B
DESIGN
FAN DESCRIPTION BRAKE HP
Supply Fan 2.400'
j
! |I |! i
I
C D E F
EFFICIENCY NUMBER PEAK WATTS
MOTOR T DRIVE OF FANS B x E x 746 / (C X D)
84.0% 97.0% 2.0 4,395
: ':
:'
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
SPf on Line 5.
B) Calculate Fan Adjustment and enter on Line 6.
C) Calculate Adjusted Fan Power Index and enter on Line 7.
Total Adjustments
3) TOTAL FAN SYSTEM !_POWEf? INDEX (Row 1/Row 2)
4) SPa _________ _______________ _____________
1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F)
2) SUPPLY DESKSN AIRFLOW (CFM) i_
4.395
5,800
6) Fan Adjustment =J-(SPa^ 1 )/SPf
7) ADJUSTED FAN POWER INDEX (Line_3x_Line 6)0.758
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
T-24
Section
144 (aL
J44 (h)
_J44 (i)
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 exception(s) to Section(g) apply.
2. Are centrifugal fan cooling towers used on this project? (Enter "Yes" or "No") If centrifugal fan cooling tower are used, explain which exception(s) 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(s) to Section
144(1) apply.
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page: 7 of 15
MECHANICAL MANDATORY MEASURES Parti of2 MECH-MM
PROJECT NAME
Abtech Computer Rooms &Office (Mechanical)
DATE
6/13/2009
DESCRIPTION
Equipment and Systems Efficiencies
X §M1 Any appliance for which there is a California standard established in the
Appliance Efficiency Regulations will comply with the applicable standard.
|X| §115(a) Fan type central furnaces shall not have a pilot light.
I I §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.
|Xj §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
§122(e) Each space conditioning system shall be installed with one of the following:
[XJ §!22(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
X §!22(e)1B An occupancy sensor to control the operating period of the system; or
|X| §122(e)1C A 4-hour timer that can be manually operated to control the operating period of
the system.
|X §122(e)2 Each space conditioning system shall be installed with controls that temporarily
restart and temporarily operate the system as required to maintain a setback
heating and/or a setup cooling thermostat setpoint.
1 | §122(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 with 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.
[X~| §!22(a&b) Each space conditioning system shall be controlled by an individual thermostat
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.
|Xj §!22(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and
adjustable setpoint stops accessible only to authorized personnel.
X §H2(b) Heat pumps shall be installed with controls to prevent electric resistance
supplementary heater operation when the heating load can be met by the heat
pump alone.
Designer Enforcement
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page:8of15
[MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM|
PROJECT NAME
Abtech Computer Rooms & Office (Mechanical)
DATE
6/13/2009
Description
Ventilation
[X] §!21(e) Controls shall be provided to allow outside air dampers or devices to be operated
at the ventilation rates as specified on these plans.
[X] §122(0 Gravity or automatic dampers interlocked and closed on fan shutdown shall be
provided on the outside air intakes and discharges of ail space conditioning and
exhaust systems.
[Xl §122(0 A" flrav'*y ventilating systems shall be provided with automatic or readily
accessible manually operated dampers in all openings to the outside, except for
combustion air openings.
[X] §!21(f)1 Air Balancing: The system shall be balanced in accordance with the National
Environmental Balancing Bureau (NEBB) Procedural Standaids (1983), or
Associated Air Balance Council (AABC) National Standards (1989); or
[X~| §!21(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, (2) the installing licenced C-20 mechanical contractor, or (3)
the person with overall responsibility for the design of the ventilation system; or
r~j §|21(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 dhrice; or
| [ §121(1)4 Another method approved by the Commission.
Service Water Heating Systems
| | §1 13(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.
[ | §)13(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit
the outlet temperature to 110 degrees F.
Designer Enforcement
EnergyPro4.4 by Energy Sott User Number: 1562A Job Nuriber 09-086 Page 9 of 15
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME
SYSTEM NAME
Abtech Computer Rooms & Office_(Mechan|cal)_
(2) Carrier 50TH-008-A-5
DATE
| 6/13/2009
! FLOOR AREA
1.925
[ENGINEERING CHECKS IJSYSTEM LOAD
Number of Systems
Heating System
Output per System
Total Output (Btuh)
Output (Btuh/sqft)
Cooling System
Output per System
0 Total Room Loads
0\ Return Vented Lighting
0.0: Return Air Ducts
Return Fan
89,000 Ventilation
COIL COOLING PEAK
CFM Sensible Latent
4,638; 91,312 _10,547
0
4,566;
0
COIL HTG. PEAK
CFM Sensible
74/i 32,313
658
1.6161
8,491 13,074 658:
oj
26,771
Total Output (Btuh)178,000:^ Supply Fan 14,999 -14,999
Total Output (Tons) 14.8 Supply Air Ducts 4,566 1,616
Total Output (Btuh/sqft)
Total Output (sqft/Ton)
Air System
CFM per System
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%)
Outside Air (cfm/sqft)
Q? 5 i II :
TOTAL SYSTEM LOAD 123932 23621 47316
1°9 8 I
ln\/AC* Ffll IIDMPMT 1PI Ff^TlflM 1
= onni I Carrier 50TH-008-A-5 (Roof Top) 1 146,809 18,829 | 0
•\ r\\\ ', ; i
391 O'i i I
I Total Adjusted System Output 146809 18829 n:'<••* (Adjusted for P»al< Design renditions) ! l^°,°UM lo.o^b Ui
034 TIME OF SYSTEM PEAK Aug2pm Jan 12 am
Note: values above given at ARI conditions
HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heatinq Peak) I
34.0 °F 67
S tf -»
R°P m nnn°F 1174QF
S P ' ' ijH 1 <®k 1 ^ (1 ouyy'Jf / vii I^UV-LO | 1
Outside Air
658 cfm
71.7°F
Heating Coil Supply Fan
5800 cfm
Return Air Ducts
ROOMS
72.0 °FI
ICOOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)
82.7 / 67.7 °F 72.1/58.4°F • 48.6/47.4°F 51.0/48.5°F,
"i a' *- ^ *^~~
Outside Air
658 cfm i
i
70.7 / 57.3 °F
' ' m i em ,
^^ —^— ^ ^^^^^HI
VIx * 0
Cooling Coil Supply Fan 51.7/48.8 F
5800 Cfm 44.7% R.H. RQO_MS._
70.0 / 57.0 °F
.,,„ , l
{j £ |UUCTS ^|^
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page:10of 15
ZONE LOAD SUMMARY
PROJECT NAME
Abtech Computer Rooms & Office (Mechanical)
SYSTEM NAME
(2) Carrier 50TH-008-A-5
DATE
6/13/2009
FLOOR AREA
1,925
ZONE LOAD SUMMARY
ZONE NAME
Office Floor Area
Computer Room Area
Computer Assembly
SYSTEM NAME
ZONAL SYSTEM
Mult.
1.0
1.0
1.0
CFM Cooling Latent Heating
COOLING PEAK
CFM
761
1,491
2,386
Values include ventilation load
COINCIDENT TOTAL
SENSIBLE
16,025
32,361
51,994
LATENT
4,483
8,002
8,464
100,320 20,951
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086
HEATING PEAK
CFM
3211
206
219
SENSIBLE
16,996
17,751
24.520
59,267
Page:11 of 15
ROOM LOAD SUMMARY
PROJECT NAME
Abtech Computer Rooms & Office (Mechanical)
SYSTEM NAME
(2) Carrier 50TH-008-A-5
DATE
6/13/2009
FLOOR AREA
1.925
[ROOM LOAD SUMMARY
ZONE NAME
Office Floor Area
Computer Room Area
Computer Assembly
ROOM NAME
Office Floor Area
Computer Room Area
Computer Assembly
ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK
Mult, CFM...._SENS!B.LE__LATENT...;. CFM SENSIBLE LATENT CFM SENSIBLE
J 761 14,986 3,283J 761 14,986,"""""" " ' "~ " "" ~ " "" " " ----- - j-
1 1,491 29,354 4,601: 1.491; 29,354
1 2,386 46,971 2,663 ! 2,386 46,971
3,283 ji
4,60lj
2,663'
_32i:
206
219
13,886
8,936:
9,490
PAGE TOTAL
TOTAL
j
4,638
4,638
91,312[
91,312
10,547
10,547
747
747
32,313
32,313
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page:12of 15
ROOM HEATING PEAK LOADS
Project Title
AbteciLComputer Rooms. & Office (Mechanical),
Date
6/13/2009
[Room Information Design Conditions
Room Name
Floor Area
Indoor Dry Bulb Temperature
Conduction
6" Concrete Wall
6" Concrete Wall
_6" Concrete Wall
R-19 T-Bar Ceiling
LSJattQrbGrade
Office Floor Area Time of Peak
506 Outdoor Dry Bulb Temperature
72 °F
Jan 12am
34 °F
Area U-Value
18.0 X i 0.8200
193.5; X 0.8200
1215J X 0,8200
506.0 x 0.1130
perimeter = 37.0 X 0.7300
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
x | :
X
X
X
X
X :
X
X L i
X
X
X
X
X
X i
AT°F
X 38
X 38
X 38.
X 38
X ! 38
X
X
x
X
X
X |
X
X
X
X
X
X
X
X
X
X
X
X
x i
X
X
X
X
X
x
X
X
X
X
X
X
X
X
X
—
=
_
=
=
=
=
—
—_
=
=
=
=
=
—
=
=
—
=
=
=
=
=_
_
=
=
=
=
—
=
=
=
Btu/hr
561
6,029
: 3,786
2,173
1,026
|
: ;
, _
Items shown with an asterisk
Infiltration:
(*) denote cor
1.00
"Schedule
Fraction
iduction through an interic
X 1.078 X
Air Sensible
ir surface to another room.
506 X 9.00i X
Area Ceiling Height
0.100! /60 x
ACH
Page Total:
38 =
AT
13,575
31 1'
TOTAL HOURLY HEAT LOSS FOR ROOM 13,886
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page: 13 of 15
ROOM HEATING PEAK LOADS
Project Title Date
Abtech Computer Rooms & Office (Mechanical) 6/13/2009
Room Information Design Conditions
Room Name Computer Room Time of Peak
A rgg .Floor Area 502 Outdoor Dry Bulb Temperature
Indoor Dry Bulb Temperature 72°F
Conduction
! 6" Concrete Wall
R-1 9 T-Bar Ceiling
; Slat
—
-On-Grade
Area U-Value AT °F
189.0 X 0.8200 x 38: =
502.0, X 0.1130 x 38: =
perimeter = 21 .0 x 0.7300! X 38 =
X X =
i X X
X X =
X I X =
i X ' x i
I
I . _ _ _ _ ... ..J
" " " " " \
I
X X =
X X =I I I.
X X =
X X =
! X X =
1 x I x =
X X =
X X =
X IX =i !
x ! x =
! X ' X j =
X X =
X X =
X XL =
x. x =
X x =iX X =
X X =
1 x x ! =
X X =
X X =
! X '' Y =
X X =
X X =
Jan 12am
34 °F
Btu/hr
5,889
i_ 2,156]
583!
I 1r ~ —^r i
\ \f •—
:
1
1
ri n1 !
\-~ " I
1I
i
1
!
| i i! x 'X =
X X =
X X =
X X =
X X =
X X t =
! X X =
Items shown with an asterisk (*) denote conduction through an interior surface to another room. Panp Tntal'
Infiltration:11 LOdx1 1.078'xi 502 X 9.00! X! 0.100! /60' X 38: =
8,627
: 309!Schedule Air Sensible Area Ceiling Height ACH AT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 8,936
EnergyPro 4.4 by EnergySoft User Number: 1562A Job Number: 09-086 Page: 14 of 15
ROOM HEATING PEAK LOADS
Project Title
Abtech ComputeLRooms & Office (Mechanical)
Date
16/13/2009
[Room Information Design Conditions
Room Name
Floor Area
Indoor Dry Bulb Temperature
Computer Assembly! Time of Peak
917 Outdoor Dry Bulb Temperature
72 °F
Conduction Area
; 6" Concrete Wall
Hollow Metal Door
R-19T-BarCeilin
Slab-On-Grade
_127.5_;
21.Oj
JS17.0
perimeter = 16.5^
Items shown with an asterisk (*) denote conduction through an interior surface to another room
Infiltration:
x
x
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
JLQQlxL__ 1.078 X
Schedule Air Sensible
Fraction
U-Value
0.8200
0.7000
0.1130
0.7300
917_ X 9.001 X
Area Ceiling Height ACH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O.ioo! /60 x
Jan 12am
34 °F
Btu/hr
3,?73j
3,938^
458,
= L
Page Total:
38;
.8,927.
564
AT
TOTAL HOURLY HEAT LOSS FOR ROOM 9,490
EnergyPro 4.4 by EnergySoft User Number; 1562A Job Number: 09-086 Page: 15 of 15