HomeMy WebLinkAbout1900 ASTON AVE; 150; CB160799; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
05-09-2016 Commercial/Industrial Permit Permit No:CB160799
Building Inspection Request Line (760) 602-2725
Job Address:1900 ASTON AV CBADSt: 150
Permit Type:TI Sub Type: INDUST Status: ISSUED
Parcel No:2121202400 Lot #:0 Applied: 02/29/2016
Valuation:$652,640.00 Construction Type: 5B Entered By: JMA
Occupancy Group:Reference #Plan Approved: 05/09/2016
Issued: 05/09/2016
Inspect Area
Plan Check #:
Project Title:ZIMMER BIOMET: 14,256 SF TI:
13,450 SF OFFICE TO SAME / 806 SF WAREHOUSE TO OFFICE
Applicant:Owner:
SAVANA BATT P D G CARLSBAD 59 LTD
STE 175
6363 GREENWICH DR 1825 GILLESPIE WAY #102
SAN DIEGO CA 92122-5966 EL CAJON CA 92020
858-638-7277
Building Permit $2,496.26 Meter Size
Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00
Plan Check $1,747.38 Meter Fee $0.00
Add'I Building Permit Fee $0.00 SDCWA Fee $0.00
Plan Check Discount $0.00 CFD Payoff Fee $0.00
Strong Motion Fee $182.74 PFF (3105540)$672.00
Park Fee $0.00 PFF (4305540)$0.00
LFM Fee $0.00 License Tax (3104193)$0.00
Bridge Fee $0.00 License Tax (4304193)$0.00
BTD #2 Fee $0.00 Traffic Impact Fee (3105541)$1,284.00
BTD #3 Fee $0.00 Traffic Impact Fee (4305541)$0.00
Renewal Fee $0.00 PLUMBING TOTAL $283.00
Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $46.00
Other Building Fee $86.00 MECHANICAL TOTAL $58.89
Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00
Meter Size Sewer Fee $1,226.12
Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00
Red. Water Con. Fee $0.00 Additional Fees $0.00
Green Bldg Stands (SB1473) Fee $27.00 HMP Fee ??
Fire Expedidted Plan Review $407.50 Green Bldg Standards Plan Chk ??
TOTAL PERMIT FEES $8,516.89
Total Fees:$8,516.89 T•al Payments To Date:$8,516.89 Balance Due:$0.00
FINAL1PR
VAL
Inspector:Date:3 1617 Clearance:
NOTICE:Pleasetae NMI •approval d your project includes the "I "on"fees, decications, reservations, or other ecactions hereafter collectively
referred to as "fees/eacti "•have 93 days from the date ths permit was i to protest imposition of these fees/exactions.If you protest them ycu must
fdlcwthe protest proceck.res ••in Governert Code Sedan 66020(a), and file the protest at any other required irfornration with the City Manager for
processing in accordance with Carlsbad Mridpal Cc&Section 3.32030.Palm to timely fdlow that prooecire will baany subsequent legal actionto attack,
review, set aside, void, or and their imposition.
You are hereby RRTI-ER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to waterat saner correction fees and capacity
chaves, nor darning, zoning,gating or othersinilaapplication processing cr senAce fees in ccrnecticn with this piled NCR DOES IT APPLY to any
fees/exactions of Mich you haworeviouslv been civen a NOTICE similar to ths, or as to Michthe statuted lirritalions has oreAcueJv otherwise
,........_
THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE:PLANNING OENGINEERING 0 BUILDING OFIRE OHEALTH OHAZMAT/APCD
Building Permit Application Plan Check No.C6 (:.•0711
(.._City of 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value gt 05-21 (pcf0.erDPh: 760-602-2719 Fax: 760-602-8558Carlsbademail: building@carlsbadca.gov Plan Ck. Deposit
www.cadsbadca.gov Date 47.ii?.1:2
JOB ADDRESS SUITE#/SPACE#/UNIT#APN
1900 ASTON AVE 150 212 -120 -240 -0
OT/PROJECT#LOT #PHASE ##OF UNITS #BEDROOMS #BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE DCC. GROUP
BZIMMER BIOMET 5B.
DESCRIPTION OF WORK:Include Square Feet of Affected Area(s)
THE SCOPE OF THIS PROJECT IS A TENANT IMPROVEMENT WITH NEW PARTITIONS, NEW PLUMBING PER PLAN,
ELECTRICAL, LIGHTING, HVAC, AND FINISHES. MEZZANINE TO ONLY RECIEVE NEW CARPET AND PAINT. EXISTING
HVAC UNITS TO REMAIN. 14,256 S.F.—i 113
-0 sr 0f.6ce-ize"3444•4-1
/ge56
isr
Iheeh•)6
EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE AIR CONDITIONING FIRE SPRINKLERS
COMMERCIAL COMMERCIAL YESOft NOEI YES EINO El YES0 NOE
APPLICANT NAME PROPERTY OWNER NAME
Primary Contact WARE MALCOMB ARCHITECTS DIVERSIFIED PROPERTY MANAGEMENT
ADDRESS ADDRESS
6363 GREENWICH DR SUITE 175 505 LOMAS SANTA FE DR #200
CITY STATE ZIP CITY STATE ZIP
SAN DIEGO CA 92122 SOLANA BEACH CA 92075
PHONE FAX PHONE FAX
858-638-7277 619-258.2900
EMAIL EMAIL
SBATT@WAREMALCOMB.COM STSCHANTZ@DIVPROP.NET
DESIGN PROFESSIONAL BUS. CONTRACTOR NAMEWARE MALCOMB ARCHITECTSJOHNSON & JENNINGS
ADDRESS ADDRESS
6363 GREENWICH DR SUITE 175 6165 GREENWICH DR SUITE 180
CITY STATE ZIP CITY STATE ZIP
SAN DIEGO CA 92122 SAN DIEGO CA 92122
PHONE FAX PHONE FAX
858-638-7277 858-623-1100
EMAIL EMAIL
SBATT@WAREMALCOMB.COM KEITH@JOHNSONANDJENNINGS.COM
STATE LIC.#STATE LIC.#
ct.71
CITY
BUSACk3f....q z ii 0
(Sec.7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve,e olis or repair any structure, prior to its issuance, also requirese theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License LawiChapter9',commending with Section 7000 of Division 3 of theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant toacivil penalty of not more than five hundred dollars ($500)).
WORKERS'COMPENSATION
Workers' Compensation Declaration:I hereby affirm under penaltyof perjury one ofthe following declarations:
IDI 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.
"IRIchaveand will maintain workers' compensation required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensationin rance vier and policy
number are: Insurance Co.104.-0-41.1-;//JETfi.JA L I Ais .C...Policy No.7 e tr V °1 tt i 0 S.—Expiration Date 6 t .6./2-0 / 7
This section need not be completed if the permit is for one hundred dollars ($100) or less.0 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, dama.provided for in echo?706of the Labor code, Interest and attorney's fees.
.ES CONTRACTOR SIGNATURE '/...,:f `in 0 0 AGENT DATE 7——'i 6 / ,.Alk...._
OWNER -BUILDER DECLARATION
I hereby affirm thatlamexempt from Contractor's License Law for the following reason:ElI,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).0 I,as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).0 I are exempt under Section Business and Professions Code for this reason:
1.I personally plan to provide the major labor and materials for construction of the proposed property improvement.Dyes ON°
2.I (have / have not) signed an application for a building permit for the proposed work.
3.I have contracted with the following person (firm) to provide the proposed construction (include name address / phone/contractors' license number):
4.I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (indude name / address I phone/contractors' license number):
5.I will provide some of the work, butI have contracted (hired) the following persons to provide the work indicated (include name /address / phone / type of work):
.ESPROPERTY OWNER SIGNATURE ['AGENT DATE
COMPLETE THIS SECTION FOR NON -RESIDENTIAL BUILDING PERMITS ONLY
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act?Yes No
Isthe applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?Yes No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?Yes No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGENCY
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
APPLICANT CERTIFICATION
I certify thatI have read the application and state thatthe above information Is correct and thatthe information on the plans is accurate.I agree to complywith all City ordinances and State laws relatingto 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 ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY INANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5V' deep and "or construction of structures over 3 stories in height
EXPIRATION: Every permit issued by the Building Official under the p '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 dateofsuch pemit or if 'y such permit is suspended or abandoned at any time after the work is commenced fora of 1 days (Section 1064.4 Uniform Building Code).
AFSAPPLICANT'S SIGNATURE DATE 2 z q 6
4 •
STOP -
STOP:THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE.
Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection.
Fax (760) 602-8560, Email building (carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008.
CO#:(Office Use Only)
CONTACT NAME OCCUPANT NAME
ADDRESS BUILDING ADDRESS
CITY STATE ZIP CITY STATE ZIP
Carlsbad CA
PHONE FAX
EMAIL OCCUPANT'S BUS. LIC. No.
DELIVERY OPTIONS
PICK UP:CONTACT (Listed above)OCCUPANT (Listed above)
CONTRACTOR (On Pg. 1)
ASSOCIATED CB#MAILTO:CONTACT (Listed above)OCCUPANT (Listed above)
CONTRACTOR (On Pg. 1)NO CHANGE IN USE/NO CONSTRUCTION
MAIL/FAX TO OTHER:
CHANGE OF USE/NO CONSTRUCTION
AKAPPLICANT'S SIGNATURE DATE
Inspection List
Permit#:CB160799 Type:TI INDUST ZIMMER BIOMET: 14,256 SF TI:
13,450 SF OFFICE TO SAME / 806 SF WAR
Date Inspection Item Inspector Act Comments
10/24/2016 89 Final Combo PY AP
09/29/2016 14 Frame/Steel/Bolting/VVeldin PY AP
09/12/2016 89 Final Combo PY CA
06/09/2016 85 T-Bar PY AP
06/08/2016 11 Ftg/Foundation/Piers PY WC
06/08/2016 14 Frame/Steel/Bolting/Weldin PY AP
06/06/2016 85 T-Bar PY CA
05/18/2016 17 Interior Lath/Drywall PY AP
05/17/2016 17 Interior Lath/Drywall PY AP
05/16/2016 17 Interior Lath/Drywall PY CA
05/10/2016 14 Frame/Steel/Bolting/Weldin PY AP
05/10/2016 21 Underground/Under Floor PY AP
05/10/2016 34 Rough Electric PY AP
Wednesday, March 22, 2017 Page 1 of 1
A.A•:fr-CB160799 1900 ASTON AV 150-,,,,,,,Ty .;
CARLSBAD INSPECTION RECORD ZIMMER BIOMET 14 256 SF TI
13450 SF OFFICE TO SAME / 806 SF WAREHOUSE TOBuilding Division
OFFICE
E INSPECTION RECORD CARD WITH APPROVED TI INDUST
PLANS MUST BE KEPT ON THE JOB Lot#:SAVANA BA I I
R3 CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION
El FOR BUILDING INSPECTION CALL:760-602-2725 RECORD COPYOR GO TO: www.Carisbadca.goviBuilding AND CLICK ON
"Request ns .ection"
DATE:i it
IF "YES..IS CHECKED BELOW THAT DIVISION'S APPROVAL IS REQUIRED PRIOR TO REQUESTING A FINAL BUILDING INSPECTION.
IF YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW.AFTER
ALL REQUIRED APPROVALS ARE SIGNED OFF-FAX TO 760-602-8560, EMAIL TO BLDGINSPECTIONS@CARLSBADCA.GOV OR
BRING IN A COPY OF THIS CARD TO:1635 FARADAY AVE., CARLSBAD. CA 92008.BUILDING INSPECTORS CAN BE REACHED
AT 760-602-2700 BETWEEN 7:30 AM —8:00 AM THE DAY OF YOUR INSPECTION.
NO YES Required Prior to Requesting Building Final If Checked YES Date Inspector Notes
4..,,Planning/Landscape 760-944-8463 Allow 48 hours -.
i .sK CM&I (Engineering Inspections)760-438-3891 Call before 2 pm
>IN Fire Prevention 760-602-4660 Allow 48 hours 790 't( a/C*4//
Type of Inspection Type of Inspection
cone a BUILDING Date Inspector coos a ELECTRICAL Date Inspector
#11 FOUNDATION #31 0 ELECTRIC UNDERGROUND 0 UFER
#12 REINFORCED STEEL #34 ROUGH ELECTRIC
#66 MASONRY PRE GROUT #33 0 ELECTRIC SERVICE 0 TEMPORARY0GROUT0WALL DRAINS #35 PHOTO VOLTAIC
#10 TILT PANELS #39 FINAL
#11 POUR STRIPS
#11 COLUMN FOOTINGS #41 UNDERGROUND DUCTS &PIPING
#14 SUBFRAME 0 FLOOR 0 CEILING #44 0 DUCT& PLENUM 0 REF. PIPING
#15 ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS
#13 EXT. SHEAR PANELS #49 FINAL
#16 INSULATION
#18 EXTERIOR LATH .i ?If.#81 UNDERGROUND (11,12,21,31)
#17 INTERIOR LATH &DRYWALL J 7;/i 7 ''..V4 jil #82 DRYWALL,EXT LATH, GAS TES (1748,23)
#51 POOL EXCA/STEEL/BOND/FENCE 4 11 #83 ROOF SHEATING, EXT SHEAR (13,15).
#55 PR EPLASTER/FINAL #84 FRAME ROUGH COMBO (14t24,34,44)..-4.,(.•//./..V!-‘A I
---
411#19 FINAL #85 T-Bar(14,24,34,44);;Lilt'.''.4-1 --
Date Inspector #89 FINAL OCCUPANCY (19,29,39,49)1
#22 0 SEWER & BL/CO 0 PL/C0 Date ins ector
#21 UNDERGROUND OWASTE 0 WM .(Vir.#24 TOP OUT 0 WASTE 0 WTR `--
4-_ft'.1 /."`'/r 1P
>r A/S UNDERGROUND VISUAL \
••,,-,,,#27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO '‘.N,
#23 0 GAS TEST 0 GAS PIPING A/S UNDERGROUND FLUSH
#25 WATER HEATER A/S OVERHEAD VISUAL \\\
#28 SOW WATER A/S OVERHEAD HYDROSTATIC
l'/ft"/(1
-,(47:1
1:,..1
13;SP -`''
#29 FINAL A/S FINAL 7)15...61 4.--,c-
CODA a STORM WATER F/A ROUGH-IN
#600 PRE-CONSTRUCTION MEETING F/A FINAL 'lig/(-r).tr.0.#603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN ei#605 NOTICE TO CLEAN FIXED BRING SYSTEM HYDROSTATIC TEST
#607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL ''''''"\-
..:_<Ni‹:\#609 NOTICE OF VIOLATION MEDICAL GAS PRESSURE TEST
#610 VERBAL WARNING MEDICAL GAS FINAL !/
'
REV 1012012 SEE BACK FOR SPECIAL NOTES
b
Section 5416.Health and Safety Code, State of California
(a)There shall be not Less than one water closet for each 20 employees or fractional part thereof working at a
construction job site.The water closet shall consist of a patented chemical type toilet.
(b)For the purpose of this section the term construction site shall mean the location on which actual construction of a
building is in progress.
(c)A violation of this section shall constitute a misdemeanor.
All construction or work for which a permit is required shall be subject to inspection and all such construction or work
shall remain accessible and exposed for inspection purposes until approved by the inspector.Work shall not be done
beyond the point indicated in each successive inspection without first obtaining the approval of the inspector.
DATE ADDITIONAL NOTES
6.144/4 -1-c›-
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EsGil Corporation
In Tartnerskip with governmentfor Building Safety
DATE:5/9/16 CSI i:FRICANTIS.
JURISDICTION:City of Carlsbad 0 PLAN REVIEWER
FILE
PLAN CHECK NO.:16-0799 SET:III
PROJECT ADDRESS:1900 Aston Ave Suite 150
PROJECT NAME:Zimmer Biomet —TI
ri The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
X 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.
ri The check list transmitted herewith is for your information.The plans are being held at EsGil
Corporation until corrected plans are submitted for recheck.
ri 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:
X 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-:'e hone #:
Date contacted:)Email:
Mail Telephone Fax In Person
Z REMARKS:The person responsible for the plans shall sign all sheets.
By:Doug Moody Enclosures:
EsGil Corporation
I:GA 1:1 EJ MB PC 5/2/16
9320 Chesapeake Drive, Suite 208 •San Diego, California 92123 •(858) 560-1468 •Fax (858) 560-1576
EsGil Corporation
In Partnership with Governmentfor Building Safety
DATE:4/20/16 IZIAPPLICANT
JURISDICTION:City of Carlsbad 0 PLAN REVIEWER
0 FILE
PLAN CHECK NO.:16-0799 SET:II
PROJECT ADDRESS:1900 Aston Ave Suite 150
PROJECT NAME:Zimmer Biomet —TI
n The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
n The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
Fl 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:
n 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:Ware Malcomb Architects Telephone #: 858-638-7277
Date co,tacted:
1(1 -0 (by:f\(_Email:
Icrwaremalcon*comailVTelephoneFaxIn Person \[0.AVA-ArN)
7 REMARKS:
By:Doug Moody Enclosures:
EsGil Corporation
0 GA EJ MB 0 PC 4/13/16
9320 Chesapeake Drive, Suite 208 •San Diego, California 92123 •(858) 560-1468 •Fax (858) 560-1576
City of Carlsbad 16-0799
4/20/16
Please make all corrections on the original tracings, as requested in the correction
list.Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects).For expeditious processing, corrected sets can be
submitted in one of two ways:
1.Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700.The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2.Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE:Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
These corrections are in response to items not fully addressed or as the
result of information provided, the text in bold print indicates the
unresolved issue.
2.Please provide plans and calculations signed by the California State licensed
engineer or architect for the structural support of the 1170# rooftop air handler
unit. Include all calculations and finding on the plans. Please include the
California license number, seal, date of license expiration and date plans are
signed. Business and Professions Code. On the cover sheet of the plans,
specify any items requiring special inspection, in a format similar to that
shown below.Section 107.2.
•REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the following checked items will also
require Special Inspection in accordance with Sec.1701 of the Uniform
Building Code.
ITEM REQUIRED?REMARKS
•FIELD WELDING
•EXPANSION/EPDXY ANCHORS
3.Please provide the listing and installation for the raised floor system. Please
provide complete construction plans and details including the ramps and
handrails. Section 107.2. No listing information was provided for the Tate
Raised floor system and the plans do not show any ramp or handrail
construction or calculations?
City of Carlsbad 16-0799
4/20/16
Advisory Note :When alterations, structural repairs or additions are made to an
existing building, that building, or portion of the building affected,is required to
comply with all of the following requirements, per Section 11B-202.4:
•The area of specific alteration, repair or addition must comply as "new"
construction.
•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.
•The path of travel shall include the existing parking.
•Please address the following comments that are the result of the alterations.
No renovation, structural repair, alteration or addition shall be undertaken
which decreases or has the effect of decreasing the accessibility or
usability of a building or facility below the requirements for new
construction at the time of renovation, structural repair, alteration or
addition. The new walls at the existing restrooms render them
inaccessible, please correct the plans. CBC 11B-202.3.1.
9.Please revise the plans to show both the exterior ramps and interior ramps to
comply with the following comments. The exterior ramp is non-compliant and
nothing is shown for the interior ramps.
10.Revise plans to show required landings at the top and bottom of ramps, per
Section 11B-405.7. The interior ramps are not compliant.
a)The bottom landing shall be Z72"in the direction of travel.
b)The top landing shall be a _60" x 60".
11.Show that the required intermediate landing is provided, per Section 11B-405.7.4
as follows:
a)_60" long where the ramp does not change directions.
b)_72" long where the ramp does change directions. The exterior ramp is
not compliant.
12.Show handrails at each side of ramp(s) which are shown to be ?1:20 (5%)in
slope, per Section 11B-505.2.The interior ramps are not compliant.
14.Show or note that handrails meet the following requirements, per Section 11B-505:
The interior ramps are not compliant.
a)Are continuous.
b)Are to be located .34" but 538" above the ramp surface.
c)Extend __12"beyond both the top and bottom of the ramp.Extensions of
handrails shall be in the same direction of the ramp runs.
d)Ends are to be returned to a wail or walking surface.
City of Carlsbad 16-0799
4/20/16
15.Where the ramp surface is not bounded by a wall, the ramp shall comply with one
of the following requirements, per Section 11B-405.9.2: The interior ramps are
not compliant.
a)A guide curb a minimum of 2"in height shall be provided at each side of the
ramp; or
b)A wheel guide rail shall be provided that prevents the passage of a 4"
sphere where the sphere is within 4" of the finish floor.
16.Floors of a given story shall be a common level throughout (platform in Sim Lab
110),or shall be connected by pedestrian ramps, elevators or lifts.Sections 11B-
206.2.4 and 11B-402.2. No plans or details were provided.
17.If showers are proposed, show or note compliance with the following requirements,
per Section 11B-608:
a)Water controls shall be of a single-lever design, operable with one hand,
and shall not require grasping, pinching or twisting of the wrist. The controls
shall be on the back wall, adjacent to the seat, and the center line of the
controls shall be located 39"—41" above the shower floor. Please revise
the plans to show the controls to be minimum 19" and maximum 27"
from the seat wall.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list.If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes No
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation.Thank you.
oilaNNIMIWAINVIN
City of Carlsbad 16-0799
4/20/16
Development Services
SPECIAL INSPECTION Building Division
'7.°I;;4°CITY OF AGREEMENT 1635 Faraday Avenue
CARLS B-45 760-602-2719
www.carlsbadca.gov
In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed
requires special inspection, structural observation and construction material testing.
3roject/Pernnit:Project Address:
A.THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORIZED AGENT. Please check if you are Owner-Builder
0.(If you checked as owner-builder you must also complete Section B of this agreement.)
Name:(Please print)
(First)(M.1 )(Last)
Mailing Address:
Email'Phone:
I am:LIProperty Owner LiProperty Owner's Agent of Record LiArchitect of Record 13Engineer of Record
State of California Registration Number Expiration Date:
AGREEMENT:I,the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read,
understand,acknowledge and promise to comply with the City of Carlsbad requirements for special inspections,structural
observations, construction materials testing and off-site fabrication of building components,as prescribed in the statement of
special inspections noted on the approved plans and, as required by the California Building Code.
Signature:Date:
B.CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the
contractor / builder /owner-builder.
Contractor's Company Name:Please check if you are Owner-Builder 0
Name:(Please print)
(First)(NA I.1 (Last)
Mailing Address:
Email:Phone:
State of California Contractor's License Number:Expiration Date:
•I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on
the approved plans;•i acknowledge that control will be exercised to obtain conformance with the construction documents approved by the
building official;•I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and
frequency of reporting and the distribution of the reports; and•I certify that I will have a qualified person within our (the contractor's) organization to exercise such control.
•I will provide a final report / letter in compliance with CBC Section 9704.1.2 prior to requesting final
inspection.
Signature:Date:
0-45 Page 1 of 1 Rev. 08/11
.
EsGil Corporation
In Partnership with Governmentfor'Building Safety
DATE:3/11/16
yPPLICANTJURIS.
JURISDICTION:City of Carlsbad 0 PLAN REVIEWER
0 FILE
PLAN CHECK NO.:16-0799 SET:I
PROJECT ADDRESS:1900 Aston Ave Suite 150
PROJECT NAME:Zimmer Biomet —TI
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
pi The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
EX 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:
[j EsGil Corporation staff did not advise the applicant that the plan check has been completed.
r<1 EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted:Ware Malcomb Architects Telephone #: 858-638-7277
/ate contactedL31 f I (by:rC)-Email:sbatt@waremalcomb.com I,Mail Telephone Fax In Person IVA—\n --eivIL-5--
,REMARKS:
By:Doug Moody Enclosures:
EsGil Corporation
1:1 GA 0 EJ 0 MB 0 PC 3/3/16
9320 Chesapeake Drive, Suite 208 •San Diego, California 92123 •(858) 560-1468 •Fax (858) 560-1576
Nimosims
City of Carlsbad 16-0799
3/11/16 PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.:16-0799 JURISDICTION: City of Carlsbad
OCCUPANCY:A3 /B USE:Training/Office
TYPE OF CONSTRUCTION:VB ACTUAL AREA:14256
ALLOWABLE FLOOR AREA:STORIES:2
HEIGHT:
SPRINKLERS?:Yes OCCUPANT LOAD:299
REMARKS:
DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY
JURISDICTION:2/29/16 ESGIL CORPORATION:3/3/16
DATE INITIAL PLAN REVIEW PLAN REVIEWER: Doug Moody
COMPLETED:3/11/16
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the California version of
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 2013 CBC, which adopts the 2012 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 2012 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 16-0799
3/11/16
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 plans and calculations signed by the California State licensed
engineer or architect for the structural support of the 1170# rooftop air handler
unit. Include all calculations and finding on the plans. Please include the
California license number, seal, date of license expiration and date plans are
signed. Business and Professions Code.
3.Please provide the listing and installation for the raised floor system. Please
provide complete construction plans and details including the ramps and
handrails. Section 107.2.
4.Provide a section view of all new interior partitions. Show:
a)Method of attaching top plates to structure. (Please revise the spacing of
the studs used for lateral bracing or provide calculations to show the 8'
spacing adequate).
b)Show height of partition and suspended ceiling, and height from floor to
roof framing or floor framing (the wall heights appear greater than 13" to
the roof).
5.Provide a section view of the new soffits and hard lid ceilings. Show:
a)Type, size and spacing of studs. Indicate gauge for metal studs. Specify
manufacturer and approval number or indicate "to be ICC approved".
b)Method of attaching top to the structure and lateral bracing.
c)Show height of the soffit and hard lid ceilings from floor, soffit and hard lid
ceilings to roof framing or floor framing
City of Carlsbad 16-0799
3/11/16
6.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)Ceiling areas over 2500 ft.2 must have seismic separation joints or full
height partitions that break the ceiling into areas not exceeding 2500 ft.2
show the location of the joint on the reflected ceiling plan.
7.In rooms or areas where the occupant load exceeds the values in the table
below, two exits shall be provided.Section 1015.1. Please clarify the plans the
electrical plans show the required exit from the break room RM106 yet it is not
shown on the Architectural plans on in the door schedule?
OCCUPANCY MAXIMUM OCCUPANT LOAD
A, B,E,F,M,U 49
8.Please revise the plans to show the required emergency egress lighting per
section 1006.3 of the CBC in the Lobby and corridor 9.
Advisory Note :When alterations, structural repairs or additions are made to an
existing building, that building, or portion of the building affected, is required to
comply with all of the following requirements, per Section 11B-202.4:
•The area of specific alteration, repair or addition must comply as "new"
construction.
•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.
•The path of travel shall include the existing parking.
•Please address the following comments that are the result of the alterations.
9.Please revise the plans to show both the exterior ramps and interior ramps to
comply with the following comments.
10.The allowable slope for an accessible ramp is 51:12 (8.33%), per Section 11B-
405.2 clearly indicate the slope on the plans A0.5A
11.The allowable cross slope at pedestrian ramps shall be 5.1:50 per ft (2%), per
Section 11B-405.3.
12.Revise plans to show required landings at the top and bottom of ramps, per
Section 11B-405.7.
a)The bottom landing shall be Z72"in the direction of travel.
b)The top landing shall be a 60" x 60".
City of Carlsbad 16-0799
3/11/16
13.Show that the required intermediate landing is provided, per Section 11B-405.7.4
as follows:
a)_60"long where the ramp does not change directions.
b)Z72" long where the ramp does change directions.
14.Show handrails at each side of ramp(s) which are shown to be :20 (5%) in
slope, per Section 11B-505.2.
15.Show that handrails are .11/4" but 52" in any cross sectional dimension.
Additionally, show that the handrails are placed a ?_11/2"from any wall, per Section
11B-505.7.
16.Show or note that handrails meet the following requirements, per Section 11B-505:
a)Are continuous.
b)Are to be located .34"but 538" above the ramp surface.
c)Extend .12" beyond both the top and bottom of the ramp.Extensions of
handrails shall be in the same direction of the ramp runs.
d)Ends are to be returned to a wall or walking surface.
17.Where the ramp surface is not bounded by a wall, the ramp shall comply with one
of the following requirements, per Section 11B-405.9.2:
a)A guide curb a minimum of 2"in height shall be provided at each side of the
ramp; or
b)A wheel guide rail shall be provided that prevents the passage of a 4"
sphere where the sphere is within 4" of the finish floor.
18.Floors of a given story shall be a common level throughout (platform in Sim Lab
110),or shall be connected by pedestrian ramps, elevators or lifts.Sections 11B-
206.2.4 and 11B-402.2.
19.If showers are proposed, show or note compliance with the following requirements,
per Section 11B-608:
a)Threshold in roll-in type showers shall be 1/2 inch in high maximum.
b)Water controls shall be of a single-lever design, operable with one hand,
and shall not require grasping, pinching or twisting of the wrist. The controls
shall be on the back wall, adjacent to the seat, and the center line of the
controls shall be located 39"—41" above the shower floor.
c)A flexible hand-held shower unit is required with at least a hose 59 inches
long that can be both used as a fixed shower head and hand held. This unit
shall be mounted such that the top of the mounting bracket is a maximum
of 48 inches above the shower floor.
City of Carlsbad 16-0799
3/11/16
d)The floor slope shall be a maximum of 1:48 in any direction. Where drains
are provided, the grate shall have openings 1/4 inch maximum and located
flush with the floor surface.
e)The soap dish when provided shall be located on the control wall 540"
above the shower floor and within reach limits from the seat.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list.If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes No
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation.Thank you.
City of Carlsbad 16-0799
3/11/16
[DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION:City of Carlsbad PLAN CHECK NO.:16-0799
PREPARED BY: Doug Moody DATE:3/11/16
BUILDING ADDRESS:1900 Aston Ave Suite 150
BUILDING OCCUPANCY:A3/B
BUILDING AREA Valuation Reg.VALUE ($)
PORTION (Sq. Ft.)Multiplier Mod.
TI 14256 45.78 652,640
Air Conditioning
Fire Sprinklers
TOTAL VALUE 652,640
Jurisdiction Code cb By Ordinance
Bldg. Permit Fee by Ordnance $2,496.26
Plan Check Fee by Ordinance 1r $1,622.57
Type of Review:-I I Complete Review Structural Only
Repetitive Fee Other
Repeats
I I
Hourly Hr.@*
Es Gil Fee $1,397.91
Comments:In addition to the above fee, an additional fee of $86 is due (1 hour @
$86/hr.) for the CalGreen review.
Sheet 1 of 1
macvalue.doc +
44>PLAN CHECK Community & Economic
Development Department
7 CITY OF REVIEW 1635 Faraday Avenue
CARLSBAD TRANSMITTAL Carlsbad CA 92008
www.carlsbadca.gov
DATE:03-10-2016 PROJECT NAME:ZIMMER BIOMETT.I.PROJECT ID:CB16-0799
PLAN CHECK NO:SET#:1 ADDRESS: 1900 ASTON AVE APN: 212-120-240-00
VALUATION: $652,640
j This plan check review is complete and has been APPROVED by the ENGINEERING
v Division.
By:CG 3/10/16
A Final Inspection by the Division is required Yes Ni No
This plan check review is NOT COMPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check Comments have been sent to:SBATIVWAREMALCOMB.COM
You may also have corrections from one or more of the divisions listed below. Approval
from these divisions may be required prior to the issuance of a building permit.
Resubmitted plans should include corrections from all divisions.
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
PLANNING ENGINEERING FIRE PREVENTION
760-602-4610 760-602-2750 760-602-4665
Chris Sexton Chris Glassen Greg Ryan
760-602-4624 760-602-2784 760-602-4663
Chris.Sexton@carlsbadca.gov ChristoDher.Glassen@carlsbadca.gov Gregorv.Rvan@carlsbadca.gov
Gina Ruiz Linda Ontiveros Cindy Wong
760-602-4675 760-602-2773 760-602-4662
Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov
Dominic Fieri
760-602-4664
Dominic.Fieri@carlsbadca.gov
Remarks:
BUILDING PLANCHECK Development Services
Land Development EngineeringVCITYOFCHECKLIST1635 Faraday Avenue
CARLSBAD QUICK-CHECK/APPROVAL 760-602-2750
www.carlsbadca.gov
ENGINEERING Plan Check for CB16.0799 Date: 03-10-2016
Project Address:1900 ASTON AVE APN: 212-120.240-00
T.I. 14,256 SQ. FT. TOTAL, 806 SQ. FT. WHAREHOUSE Valuation:$652,640Project Description:TO OFFICE.
ENGINEERING Contact :CHRIS GLASSEN Email:Christopher.Glassen@carlsbadca.gov
Phone:760-602-2784 Fax:760-602-1052
El RESIDENTIAL INTERIOR 1.4 TENANT IMPROVEMENT
RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL
(<$20,000.00)
TI CARLSBAD PREMIER OUTLETS COMPLETE OFFICE BUILDING
I OTHER:GYM
OFFICIAL USE ONLY
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT
BY: CG 3/10/16 DATE:03-10-2016
REMARKS: SEE FEE CALC SHEET
Notification of Engineering APPROVAL has been sent to SBATT@WAREMALCOMB.COM
via EMAIL on 03-10-2016
E-36 Page 1 of 1 REV 4/30/11
amioaamewmai~
212-120-240.00
Fee Calculation Worksheet
ENGINEERING DIVISION
Prepared by: CG Date: 03-10-2016 GEO DATA: LFMZ:B&T:
Address: 1900 ASTON AVE Bldg. Permit #: CB16-0799
Fees Update by:Date: 03.10-2016 Fees Update by:Date: 03-10-20Ij
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use:Sq.Ft./Units EDU's:.29 TOTAL
Types of Use:OFFICE Sq.Ft./Units 806 EDU's:.45
Types of Use:WAREHOUSE Sq.Ft./Units 806 EDU's:.16 (CREDIT)
Types of Use:Sq.Ft./Units EDU's:.29 TOTAL
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use:Sq.Ft./Units ADT's:12 TOTAL
Types of Use:OFFICE Sq.Ft./Units 806 ADT's:16
Types of Use:WAREHOUSE Sq.Ft./Units 806 ADT's:4 (CREDIT)
Types of Use:Sq.Ft./Units ADT's:
FEES REQUIRED:
Within CFD:YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee)'NO
1.PARK-IN-LIEU FEE NW QUADRANT NE QUADRANT LSE QUADARANT L SW QUADRANT
ADT'S/UNITS:
I
X FEE/ADT:
I
4
2.TRAFFIC IMPACT FEE:
ADT'S/UNITS: 12 oI X FEE/ADT:$107
I
=$ 1,284
3.BRIDGE & THOROUGHFARE FEE:r 7 DIST. #1 E DIST.#2 [1DIST.#3
ADT'S/UNITS:FEE/ADT:14
4. FACILITIES MANAGEMENT FEE ZONE:
ADT'S/UNITS:
I
X FEE/SQ.FT./UNIT:
I
4
5. SEWER FEE
EDU's .29 Tail X FEE/EDU:$881
I
=$255.49
BENEFIT AREA:F
EDU's .29 Tad
I
X FEE/EDU:$3.347
I
=$970.63
6. DRAINAGE FEES:PLDA:L HIGH L MEDIUM I jLOW
ACRES:
I
X FEE/AC:
I
4
7.POTABLE WATER FEES:
UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL
PLANNING DIVISION
'44k Development ServicesBUILDING PLAN CHECK Planning Division
N44;:'CITY of REVIEW CHECKLIST 1635 Faraday Avenue
CARLSBAD P-28 (760) 602-4610
www.carlsbadca.gov
DATE:3/1/16 PROJECT NAME:PROJECT ID:
PLAN CHECK NO: CB 16-0799 SET#: 1 ADDRESS:1900 Aston Av APN:212-120-24-00
M This plan check review is complete and has been APPROVED by the Planning
Division.
By:Chris Sexton
A Final Inspection by the Planning Division is required riL___J Yes Z No
You may also have corrections from one or more of the divisions listed below. Approval
from these divisions may be required prior to the issuance of a building permit.
Resubmitted plans should include corrections from all divisions.
This plan check review is NOT COMPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check Comments have been sent to:sbatt@waremalcomb.com
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
PLANNING ENGINEERING FIRE PREVENTION
760-602-4610 760-602-2750 760-602-4665
Chris Sexton Chris Glassen Greg Ryan
760-602-4624 760-602-2784 760-602-4663
Chris.Sexton@carlsbadca.gov Christopher.Gles5elca.ov Gregory.Ryan@carlsbadca.gov
Gina Ruiz ValRay Marshall Cindy Wong
760-602-4675 760-602-2741 760-602-4662
Gina.Ruiz@carlsbadca.gov ValRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov
Linda Ontiveros Dominic Fieri
760-602-2773 760-602-4664
Linda.Ontiveros@carlsbacilcargov Dominic.Fieri@carlsbadca.gov
Remarks:
~MOWNMUNN
AO.
Plan Check No. CB 16-0799 Address 1900 Aston Av Date 3-1 -16 Review #1
Planner Chris Sexton Phone (760) 602-4624
APN: 212-120-24-00
Type of Project & Use: TI no change in use office to office Net Project Density:DU/AC
Zoning: C-M General Plan:PI Facilities Management Zone:5
CFD (in/out) #_Date of participation:Remaining net dev acres:
(For non-residential development: Type of land use created by this permit:
REVIEW #:
1 2 3 Legend:El Item Complete Item Incomplete -Needs your action
O 111 Environmental Review Required:YES NO TYPE
DATE OF COMPLETION:
Compliance with conditions of approval?If not, state conditions which require action.
Conditions of Approval:
® Discretionary Action Required:YES NO TYPE
APPROVAL/RESO. NO.DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval?If not, state conditions which require action.
Conditions of Approval:
® Coastal Zone Assessment/Compliance
Project site located in Coastal Zone?YES NO
CA Coastal Commission Authority?YES NO LI
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):
El 0 Habitat Management Plan
Data Entry Completed? YES NO
If property has Habitat Type identified in Table 11 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!)
El CI Inclusionary Housing Fee required:YES NO
(Effective date of Inclusionary Housing Ordinance -May 21, 1993.)
Data Entry Completed? YES NO
(A/P/Ds,Activity Maintenance,enter CB#,toolbar,Screens,Housing Fees,Construct
Housing Y/N, Enter Fee, UPDATE!)
El CI Housing Tracking Form (form P-20) completed:YES NO N/A
P-28 Page 2 of 3 07/11
Site Plan:
1E1 0 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.
City Council Policy 44 —Neighborhood Architectural Design Guidelines
N 0 1.Applicability: YES NO
® 2.Project complies: YES NOD
Zoning:
Eg 0 1.Setbacks:
Front:Required Shown
Interior Side:Required Shown
Street Side:Required Shown
Rear:Required Shown
Top of slope:Required Shown
O 0 2.Accessory structure setbacks:
Front:Required Shown
Interior Side:Required Shown
Street Side:Required Shown
Rear:Required Shown
Structure separation:Required Shown
0 0 3.Lot Coverage:Required Shown
Z 0 4.Height:Required Shown
® 5.Parking:Spaces Required 139 Shown 149 ok per DWG 352-2A sheet 4
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required Shown
® 6.Floor Area Ratio:Required Shown Additional Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Chris Sexton DATE 3-2-16
P-28 Page 3 of 3 07/11
PLAN CHECK Community & Economic
V*.REVIEWDevelopment Department
CITY 0 F 1635 Faraday Avenue
CARLSBAD TRANSMITTAL r.Carlsbad CA 92008DIA/01:-+PT 10pyrw.carlsbadca.gov
DATE:05/09/16 PROJECT NAME: ZIMMER BIOMET PROJECT ID
PLAN CHECK NO: CB160799 SET#: FIRE ADDRESS: 1900 ASTON AVE. STE 200 APN:
Z This plan check review is complete and has been APPROVED by the Fire Division.
By: DARYL K. JAMES &ASSOCIATES
A Final Inspection by the Fire Division is required notoo Yes El No
This plan check review is NOT COMPLETE.Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check Comments have been sent to:
You may also have corrections from one or more of the divisions listed below. Approval
from these divisions may be required prior to the issuance of a building permit.
Resubmitted plans should include corrections from all divisions.
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
PLANNING ENGINEERING FIRE PREVENTION
760-602-4610 760-602-2750 760-602-4665
Chris Sexton Kathleen Lawrence DARYL K. JAMES &ASSOC.760-602-4624 760-602-2741 Christina.wilson@carlsbadca.govChris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov
Gina Ruiz Li Linda Ontiveros Cindy Wong
760-602-4675 760-602-2773 760-602-4662
Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov
Dominic Fieri
760-602-4664
Dominic.Fieri@carisbadca.gov
1100.000.1**.11ealla
CA0(SP
C>t;
%;FCNI Carlsbad Fire Department BLDG 'DEPT COPY
Plan Review Requirements Category:TI ,INDUST
Date of Report: 05-09-2016 Reviewed by:
Name:SAVANA BATT
Address:STE 175
6363 GREENWICH DR
SAN DIEGO CA
92122-5966
Permit #: CB160799
Job Name:ZIMMER BIOMET:14,256 SF TI:
Job Address:1900 ASTON AV CBAD St:150
INCOMPLETE The item you have Omitted for rev'p ete.At this time, this office cannot
adequately conduct a review to d e cb fiance with the applicable codes and/or standards.Please review
carefully all commen c ed.Please resubm.e necessary plans and/or specifications, with changes "clouded",
to this offic review and approval.
Conditions:
Cond: CON0008841
[MET]APPROVED
Entry:05/09/2016 By: DKJ Acti :AP APPROVE
Page 1 of 1
BLDG. DEPT COPYPlan Approval
Daryl K. James & Associates, Inc.Checked by:Daryl Kit James
205 Colina Terrace Date: May 2, 2016
Vista, CA 92084
T. (760) 724-7001 Email: kitfireOsbcglobalnet JURISDICTION: Carlsbad Fire Department
APPLICANT:S.Batt PROJECT NAME: Zimmer Biomet
PROJECT ADDRESS: 1900 Aston Ave. Ste. 200
PROJECT DESCRIPTION:CB160799 14,256$TI with new partitions,new plumbing per plan,
electrical, lighting, HVAC and finishes. Mezzanine to only receive new carpet and paint. Existing HVAC
units to remain.
STRUCTURAL
CALCULATIONS
Zimmer BioMet T.I.
Carlsbad, CA 14Structural Calculations
2K16-10
SHEETS 1 thru 25
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PRIME STRUCTURAL ENGINEERS
13272 Jacaranda Blossom Dr.
Valley Center, California 92082
Tel (760) 751 -3300
C 3160 60 749/
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\PRIME JOB: 2K16-10
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--'1 ,4.t...Design Maps Summary Report Ayk...V11-2.ENGINEERS SLIT:1
User-.pecified Input
Report Title Zimmer BioMet
Fri March 4, 2016 00:56:39 UTC
Buildi g Code Reference Document
A(wShCichEu7ti
-10
uSstGa snhazarddard data available in 2008)
Site Coordinates 33.13216°N, 117.2867°W
Site Soil Classification Site Class D -"Stiff Soil"
-
Risk Category 1/II/III
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USGS provided Output
S0.768 gsDS==1.077 g Ks =1.152 g
S0.439 gS=1)1 ==0.416 g mi 0.658 g
For info ation on how the SS and Si. values above have been calculated from probabilistic (n sk-targeted)and
i*an.determi istic ground motions in the direction of maximum horizontal response, please return to the application
select t e "2009 NEHRP" building code reference document.
MCER Response Spectrum Design Response Spectrum
0.99
1..0 0.90
1.0.72.
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O.0.56
i Ti DABi0.
0 tg 0.10
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0.1coo.101.o; :s.e1 2:1.4r)
1.60 1.90 2.00
Period.T (sec)Period, ForPG.,Ti..CRS.and CR.values, please view the detailed report.
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NENGINEER$Sht 2
SEISMIC DESIGN CRITERIA PROJECT #:
CBC 2013 21'06-10
Risk =2 T.1604.5
Importance Factor,I =1.00 ASCE7 T.1.5-2
Structure Type =OTHER ASCE7 1.12.8-2
CT =0.020
x =0.750
A -Bearing Wall Systems
r---
5 -Intermediate precast shear walls
Response Mod. Factor, R =4.00 ASCE7 T.12.2-1
System Overstrength Factor, no =2.50 ASCE7 T.12.2-1
Deflection Amplification Factor, Cd =4.00 ASCE71.12.2-1
Site Class =C ASCE7 T.20.3-1
Spectral Response, Ss =1.077 g
Spectral Response,S1 =0.416 g
Site Coefficient,Fa =1.069
Site Coefficient,Fv =1.584
Soil Modified,Sms =FaS5 =1.152 Eq.16-37
Soil Modified,Smi =F„S1 =0.659 Eq.16-38
Design Spectral Response Acceleration Parameters (at 5% Damping):
At Short Periods,SDS =2/3 Sms =0.768 Eq.16-39
At 1 -second Period,SD1 =% S.=0.439 s Eq.16-40
To =0.2SD1/Sos 0.114 sec ASCE7 11.4.5
Ts =Soi/Sas =0.572 sec ASCE7 11.4.5
TL =8.000 sec ASCE7 Fig. 22-12
Fp =0.40Sosl W 0.1W =0.307 *W ASCE7 12.11.1
Seismic Design Category =D T. 1613.3.5
Structural Limitations* =40 ft ASCE7 T.12.2-1
*Increase in height to 45 ft is permitted for single story storage warehouse facilities.
11M111111111111111111111
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ANALYTICAL WIND CALCULATION (Per ASCE 7-10 §Chapter 30)Project #: 2K16-10
For Components and Cladding of Low-Rise Buildings
Description: 2K16-10 Zimmer BioMet
Wind Design Criteria:_
Least Horiz. Bldg Dim =133 ft
Mean Bldg Roof Height, h =28 ft
Roof Angle,I3 =0.00 °
Risk Category=If (Tbl, 1.5-1)
Basic Wind Speed, V =110 mph Afr S 41:
(Fig. 26.5-1A)
Exposure Category =B (Sec. 26.7.3)S)4 0
•
elocity Press. Exp. Coeff, Kz =0.70 (Tbl. 30.3-1)x•e.Kzt =1.00 (Sec. 26.8.2)tiKd =0.85 (Tbl. 26.6-1)
a =11.2 ft (Fig. 30.4-1)
Velocity Pressure, qh =0.00256•Kz-Kzt•Kd.V2 (Eq. 30.3-1)Wind Zones (Fig. 30.4-1)
qh =18.43 psf
Int. Pressure Coeff, GCpi =± 0.18 (Tbl. 26.11-1))
External Pressure Coefficient, GCp (Fig. 30.4-1):
Effective Wind Area 10 ft2 20 ft2 50 ft2 100 ft2 200 ft2 500 ft2
Zone 4, 5 (+)0.90 0.86 0.81 0.72 0.68 0.63
Zone 4 (-)-0.99 -0.95 -0.90 -0.81 -0.77 -0.72
Zone 5 (-)-1.26 V -1.17 -1.04 -0.95 -0.86 -0.72
(Note: Where roof angle s 10°, GCp is reduced by 10%.)
Design Wind Pressure on Wall Components and Cladding (Sec. 30):
p =qh•[(GCp)-(Gcpi)1 (Eq. 30.4-1)
Effective Wind Area 10 ft2 20 ft2 50 ft2 100 ft2 200 ft2 500 ft2
Zone 4, 5 (+)19.91 19.08 18.25 16.59 15.76 14.93
Zone 4 (-)-21.56 -20.73 -19.91 -18.25 -17.42 -16.59
Zone 5 (-)-26.54 -24.88 -22.39 -20.73 -19.08 -16.59
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;:,,PRIME Job:21(16 -10 '
4-\SUTURAL Data:___
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•-"'-7 k7';, ENGINEERS Win:c
CONC -ETE SLENDER WALL Thk (in)Width Ift1 Start (ft1 End (ft)
Consider ng P-Delta Effects ql =8.00 8.83 0.00 34.00
PROJE .#:21<16-10 q2 =8.00 0.00
DESCRIP ION:EXISTING PANEL _q3:•-•_..._.....0.00 _ __
AT LINE A 1ST TO ROOF g4 =8.00 5.00 9:150 16.50
q5 =8.00 5.00 22.50 30.00 ..DESIGN i RITERIA.
f°=3000 psi •e =.7.00 in MM Vertical Steel =0.0025
f,, =60000 psi Eccentric, Dr =52.0 plf Min Horizontal Steel =0.0025
C.ncrete Weight =150 pcf Eccentric, Lr =80.0 plf Max Vert Spacing =18.00 in
Add? From Above, Dr =0.000 kips
1 fear Height, Is =29.00 ft Adril From Above, Lr =0.000 kips ch =0.9
"arapet Height =1.00 ft Girder, Dr =0.000 kips 61 =0.85
W-1/Thickness,t =8.00 in Girder,Lr =0.000 kips Es =3321 ksi
hit =43.50 0 Girder Load Eccentric?E6 =29000 ksi
,-..n.:P.:..';','•:...•:l ,.,4:;In'!:...:`,;-••••,,,...,:2%-..i:::.'t•-."._:"0 n =833
De th to Rebar, d =4.375 in E =0.00355
Vertical Reber =#5 .E v =0.00207
Spacing =9.00 in 06133 =0.0128
Sloe @ Each Face =1 (41 layers);.S as =0.768 g
Q0 =Fp =0.307 Wp
Reveal Depth =0.75 in Eff. Wind Area =265 ft=
R=eal to Bottom =13.50 ft Wind Load, W =17.42 ps1
d at Reveal =3.625 in '.......,.,
(16-3)(16.4)(16-5)(16-6)(16-7)(16-13)(16-14)
M0 =0.00 21919 50365 21919 50365 9864 26442 lb-in/ft
Xmo =14.50 14.50 14.21 14.50 14.21 14.50 14.21 ft
Amax=0.00E+00 2.76E+08 6.27E+08 2.76E+08 6.27E+08 1.24E+08 3.29E+08 /El
At Reveal:
A40 =0 21818 50192 21818 50192 9818 26351 lb-inlft
4 =0.00E+00 2.75E+08 6.24E+08 2.75E+08 6.24E+08 1.24E+08 3.27E+08 /El
Wind (1.0 W)Seismic (1.0 E)
35.00 T3500-
30.00 I
1
30 00 '
.LOAD C • MBINATIONS (CBC 1605.2)
I 25.00 1 .
(6-3)U =1.200 +0.50 L + 1.60 Lr 25.00 1 20.00 1-
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(6-4)U =1.20 0 + 0.50 L + 0.50 Lr + 1.00 W 20 GO 4
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15.00 -r .(6-5)U =1.35D + 0.50 L + 1.00 Cie 15 00 T .
(6-6)U =0.900 +1.00W 1000 1 •1000
(6-7)U =035 0 + 1.00 Qe 5.00 z-.,5.00 1,
(1 •13)A =1.00 D +0.75 L +0.45 W
„..-.=-i c-.....(1.14)A =1.08 D + 0.75 L + 0.53 Qe .a S74..15.a.012...2.3 E =Q5±0.2Sos0 .c .4.n:Ig-:cr.•
Q5±0.15D I ...ch-_I 5_i II.
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Cr CP
DESIGN 'UMMARY:K:.'..
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Strength:(16-3)(16-4)(16-5)(16..6)(164)
CM.=96,330 96,081 97,070 94,144 93,303 ib••in
M;;;=928 30,651 72,712 27,762 •61,006 lb-in
% Over =0.0%0.0%0.0%0.0%0.0%
At Reveal:
4)Mn =95,989 95,766 96,555 93,918 93,019 lb-in
Mu =977 32,046 75,895 28,580 62,135 lb-In
%Over'=0.0%0.0%0.0%0.0%0.0%
Deflection:Wind Seismic At Reveah Wind Seismic
I, / 150 =Z3200 2.3200 in 23200 23200 in
Max LI =0.0774 0.2028 In 0.0770 0.2018 In
.% Over =0.0%0.0%0.0%0.0%
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Av \STRUCTURAL oatn:_______
ENGINEERS Strk 6____
CONC -TE SLENDER WALL
Consideri g P-Delta Effects
PROJEC #:2106-10
DESCRIP.ION:EXISTING PANEL
AT LINE A 1ST TO ROOF
Strength t Factored Load:(16-3)(164)(16-5)(16-6)(16-7)
F. stored ecc,Puf ==190.40 102.40 70.38 46.80 38.82 lbs/ft
Facto ed axial,Ptiadtri ==0.00 0.00 0.00 0.00 0.00 lbs/ft
Factored wall,P.==2505.29 2505.29 2887.30 1878.96 1592.32 lbs/ft
Factored,Pu ==2695.69 2607.69 2957.69 1925.76 1631.14 lbs/ft
Pu / A,=30.81 5 0.06fc... OKI =28.08 27.16 30.81 20.06 16.99 psi
A5 =0.413 s 0.6p(bd) =0.673 ...OK
(R14.8.3)A0„.=A5 + (POf,,,)'(h / 2d).0.454 0.453 0.458 0.443 0.438 in2
a =( Pu + As fv )/ (0.85 fo b)=0.899 0.896 0.907 0.873 0.864 in
c =a / 0.85 =1.057 1.054 1.067 1.028 1.016 in .
Ei =(Ecu /c) d -Ecu =0.0094 0.0095 0.0093 0.0098 0.0099
Z 0.005 For Tension Control =OK OK OK OK OK
Mr.=(A„„ fy)(d -a/2)=107033 106757 107856 104604 103670 lb-in
(14-7)la =n•A„,.(d--c)2+b.c3/3 =48.41 48.33 48.67 47.66 47.37 in4
Mua =Mug +Pufex/I,=666 22278 50606 22083 50498 lb-in
(144)Mii=Mua + Pu A.,=928 30651 72712 27762 61006 lo-n
(14-5)au ==0.10 3.21 7.47 2.95 6.44 in
d:IM, ==96330 96081 97070 94144 93303 lb-in
(14-3)Check that OM,a Mu OK OK OK OK OK
ig =bt3/12 =512.00 512.00 512.00 512.00 512.00 in4
(9-9)M„=7.5 fc°'5 10 /0.5 t =52581 52581 52581 52581 52581 to-4-
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(14-2)Check that (1)M8 a Mc.OK OK OK OK OK
•
Deflectio at Service Load:(16-13)(16-14)
ervice ecc, Pd ==112.00 116.19 lbs
Se ice axial,Pc.....8i ==0.00 0.00 lbs
S-rvice wail,P8W ==2087.74 2305.10 lbs
Service,P8 =Pat +Psy.-==2199.74 2421.29 lbs
Ac..=5 Mc..102/(48 E, Id =0.39 0.39 in
Mn =(Ase fy)(d -a/2)=106757 107856 lb-in
An=5 Mn C /(48 Ec I.).-8.39 8.31
Ma =M,0+1=cfex/Ic =10256 26840
M =Msa+Ps.6.0 =10426 27331 lb-in
(14-8)4.==0.08 0.20 in
Allowable n =Ic /150 =2.32 2.32 in
Check that .0.05 Aatiow OK OK
Shear at actored Load:(16.3)(16-4)(16-5)(16-6)(16-7)
W08 =8 (12Mu /12102 )=0.74 24.30 57.64 22.01 48.36
V. =I.w00 /2 =10.67 352.32 835.77 319.11 701.22
(11-3)cDV0 =0.75 (2)fc1/2 b d =4313.32 4313.32 4313.32 4313.32 4313.32
Check that (Wu z Vu -OK OK OK OK OK
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-A-'SIRCIMAL Dkato:
----;--'''----,ENGINEERS Sht.7
CONCR TE SLENDER WALL
Consideri .t.P-Delta Effects
(AT LOC ION OF REVEAL)
•
PROJECT #:21(16-10
DESCRI -ION:EXISTING PANEL
AT LINE A 1ST TO ROOF
Strength Factored Load:(16-3)(16-4)(16.5)(16-6)(16-7)
F -ored ecc, Pa ==190.40 102.40 70.38 46.80 38.82 lbs
Facto -d axial, P,m." ==0.00 0.00 0.00 0.00 0.00 lbs
Fa. ored wall,P.==2693.21 2693.21 3037.80 2019.91 1675.32 lbs
Factored,Pu ==2883.61 2795.61 3108.18 2066.71 1714.13 lbs
As =0.413 s 0.6p(bd) =0.673 ...OK
(R14.8.3)Ass =As + (Pc/fv)*(h /2d)=0.453 0.452 0.456 0.442 0.437 in2
a =( Pu + As fv) / (0.85 fe b)=0.905 0.902 0.912 0.878 0.866 in
c =a/0.85 =1.064 1.061 1.073 1.033 1.019 in
K.(Ase c)(d -a/2)=106654 106407 107284 104353 103354 lb-'n
(14-7)la ==45.99 45.91 46.23 45.28 45.00 in4
Mua =Muo + Puf e x/lc =666 22177 50433 21982 50325 lb-in
(14-4)Mu=M.+Polo =977 32046 75895 28580 62135 lb-In
(14-5)Au ==0.11 3.53 8.19 3.19 6.89 in
c1*i4 ==95989 95766 96555 93918 93019 lb-n
(14-3)Check that cl)M,,a M.,OK OK OK OK OK
lu =bt3/12 =381.08 381.08 381.08 381.08 381.08 in4
(9-9)Ma =7.5 fs"I, / 0.5t =43185 43185 43185 43185 43185 lb-in
(14-2)Check thatc1A44a Ma OK OK OK OK OK
Deflectio at Service Load:(16-13)(16-14)
As==0.08 0.20 in
Allowable A=Is /150 r.2.32 2.32 in
Check that Ass Aatiow OK OK
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DEIGN PROPERTIES:
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E =29000 ksi kx =1.00 lx =52.5 1.14
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A =5.24 in2 Lx =7.17 ft Sx=10.5
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B -nding,My =0.00 k-ft =0.00 k-in (+ in 4-2 Direction)P3 =0.00 k 0.00 k 0.00 in
P4'0.00 k 0.00 k 0.00 in
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Max =(I)b-Mnx =38.88 k-ft =466.56 k-in (See AISC Table 3-12 & 3-13)
Mcy =(Db•Mny =9.88 k-ft =118.53 k-in (See AISC Table 3-12 & 3-13)
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,I,,,,•
:4tip AH mikr e._...
,.
,.
,•
,,.-2.-.a -----.
.
.,....:.............._....
:•:.,
1
.-''--aw=-..=-==......-.-e-4 -........v -_.s.._-•-.-_...-=._-..--_..--....-4...
4..\PRIME JOB: 2K16-10 1
.
_v STRUCTURAL DATE:04/2016
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Spool er's comments: Canopy Brace
Imp t data
Ancho type and diameter:Kwik Bolt TZ -SS 3041/2 (3 1/4)4-4[140/04-vo
-Okk ".41tRii -...4
.-
1'.
-
..
Effecti ;embedment depth:hetad =3.250 in.,hnom =3.625 in.
Mater'.I:AISI 304
Evalua 'on Service Report:ESR-1917
Issued Valid:7/1/2015 I 5/1/2017
Proof:Design method ACI 318-11 /Mech.
Stand-.ff installation:e, =0.000 in. (no stand-off); t =0.500 in.
Ancho plate:Ix x ly x t =3.000 in. x 7.500 in. x 0.500 in.; (Recommended plate thickness: not calculated
Profile:Square HSS (AISC); (L x W x T)=2.000 in. x 2.000 in. x 0.250 in.
Base aterial:cracked concrete, 3000,fc' =3000 psi; h =8.000 in.
Installa ion:hammer drilled hole, Installation condition: Dry
Reinfo ement:tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismi loads (cat. C, D,E, or F)Tension load: yes (D.3.3.4.3 (d))
Shear load: yes (D.3.3.5.3 (c))iTh
Geom.try [in.]& Loading [lb, in.lb]
Z
atc:t
..
0
45 __,-----
1
-
24*.•-7'..•.4$.'.77:..:._....AP'-
__,_.---------------
,-
..,_
-
::::'•,'.-:,*:,''.:''I4'.44 :AV :
-
;.-'
...._12,10
--
r!,<•'"''''t -
‘...--,,,--1--....,-.4...i•-:-..Alret.;,-....=-,-,4\,'''1 ''.•,—.,'
,."
-
fl.'..41EIN!71:
---.:13.;;;;::.ir24...-..
-.:::,i .„.....
'
...''-.-(
----
7'.-f'-''.0 4.:
'l'''',' -'•
-'"S.-•t• .'....-:1-...„.6,,,'!-M....._ :''''-
".'".':1 ,,;:
:,,.,,,.3..',-.''...•1';:_''i7 -2:''.14''.;'''"-
...''?:°t.'7.711' ':1:s•...
,!...:,,,,...,,,,?,y.---
..,,401 -
..,
•,•,•'Xv
-
'1:`-•
/A\PRIME JOB: 2K16-10
STRUCTURAL DATE:04/2016
ENGINEERS SHT:18 MIEGEll
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2 Lo. d case/Resulting anchor forces
Load c-se: Design loads
le 2
Ancho reactions [lb)
Tensio i force: (+Tension, -Compression)
A chor Tension force Shear force Shear force x Shear force y
1 490 490 490 0
2 490 490 490 Tensionmax. ci ncrete compressive strain:-[%.]
max. ci ncrete compressive stress:-[psi]
resulti .!tension force in (x/y)=(0.000/0.000):980 [Ib]
resultin! compression force in (x/y)=(0.000/0.000): 0 [lb]
01
3 Te sion load
Load Nau [Ib]Capacity 4.N.[Ib]Utilization j =Nua/oN„Status
Steel •trength*490 8665 6 OK
•
Pullou Strength*N/A N/A N/A N/A
Concr to Breakout Strength**980 3887 26 OK
*anc or having the highest loading **anchor group (anchors in tension)
3.1 St:el Strength
Nsa =ESR value refer to ICC-ES ESR-1917
•Nime .a N„ACI 318-11 Table D.4.1.1
Varia les
n As.,ry [in.2]futa [psi]
1 0.10 —115000
Cale lations
Nsa [lb]•
11554
Resu
Nsa [lb]+steel Ahionductile I)Ns. [lb]Nua [Ib]
11554 0.750 1.000 8665 490
n
.4.\PRIME JOB:2K16-10
STRUCTURAL DATE:04/2016
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3.2 Concrete Breakout Strength
ANNag=CV:0)yec,N Yed,N yc,N ycp,N Nb ACI 318-11 Eq. (D-4)
4.N„,, z Nua ACI 318-11 Table D.4.1.1
ANc see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b)
ANco =9 Ilf ACI 318-11 Eq. (D-5)
AC1318-11 Eq. (D-8)Wec.N ::(1 +1_112e)51.0
+3 her
Yed.N =0.7 + 0.3 (NO 51.0 ACI 318-11 Eq. (D-10)
Gamin I.5hefycp.N =MAX(c...ca.151.0 ACI 318-11 Eq. (D-12)
Nb =kb x.„A hiej5 ACI 318-11 Eq.(0-6)
Variables
her [in.]ebi,N [in.]ea.N [in.]Ca,min [in.]wc,N
3.250 0.000 0.000 12.000 1.000
•
c.c [in.]kc Xa fc [Psi]
6.000 17 1.000 3000
Calci. lotions
(----ANe (in 2)No [in 2)yecl ,N 1Vec2,N yed,N 'llcp,N Nb [lb]
138.94 95.06 1.000 1.000 1.000 1.000 5455
Resu is
Nag [IN 4.concrete 4.seismic (I)nonductile 4.Nbbg [Ib]Nua [lbj
7973 0.650 0.750 1.000 3887 980
(---
•
A PRIME JOB: 2K16-10
STRUCTURAL DATE:04/2016—ENGINEERS SHT:20
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4 Shear load
Load V„„, Pb]Capacity 4V„[ib]Utilization pv =VudiVn Status
Steel Strength*490 4472 11 OK
Steel fz ilure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**980 11163 9 OK
Concrete edge failure in direction x+**980 8603 12 OK
*anchc r having the highest loading **anchor group (relevant anchors)
4.1 Steel Strength
Vsa,eq =ESR value refer to 1CC-ES ESR-1917
Vsieet z Vua ACI 318-11 Table 0.4.1.1
Varlab es
Aso [iI1.21 futa [Psi]
1 0.10 115000
Calculations
V a,c..[lb)
6880
Results
Vsa,„ [lb]+steel tbnonductrle 4.Vsa [lb]V„a [lb]
6880 0.650 1.000 4472 490
4.2 Pryout Strength
ANcVcpgkep RAN.)kvec,N lifed,N 1lIc,N 111cp,N Nb]ACI 318-11 Eq. (D-41)
•Vsp.z Vsa ACI 318-11 Table D.4.1.1
AN0 see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b)
AN00 =9 her ACI 318-11 Eq. (D-5)
1
ve.,N („2 )5 1.0 ACI 318-11 Eq. (D-8)
''3 her
=0.7 +0.3 Gaggenf)51.0 ACI 318-11 Eq. (D-10)
.min 1.5her=MAX(c'ee ;e1.5het)1.0 ACI 318-11 Eq. (D-12)
Nb =/Cc Xa '47 hlei5 ACI 318-11 Eq. (D-6)
Variables
ks.her (in.]esi,N [in.]ea,N [in.]Ca.min [in.]
2 3.250 0.000 0.000 12.000
wt,N ;.[in.]k.X.fc (Psi]
1.000 6.000 17 1.000 3000
Calculations
A Nc ANc0 on.21 lirec7,N kilec2N Mied,N Wcp,N Nb [fb]
138.94 95.06 1.000 1.000 1.000 1.000 5455
Results
V„,,9 [lb]il)concrete 4seismic dMonductile Vcpg [112]V„„ [lb]
15947 0.700 1.000 1.000 11163 980/Th,
PRIME JOB: 21(16-10
k STRUCTURAL UTB:04/2016
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4.3 Co crete edge failure in direction x+
Vein (AA:0)t'ec,V tled,V Afic,V 1/11,V ‘Vparagel,V Vb ACI 318-11 Eq. (D-31)
4.Vcbg Vua ACI 318-11 Table D.4.1.1
Ave •ee ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1(b)
Avco 4.5 c!.ACI 318-11 Eq. (D-32)
1
Niec,v (1 2ev )51.0 AC1318-11 Eq. (D-36)
3;1
Ca2
1Ved,V 0.7 +0.3(.5ca) 51.0 ACI 318-11 Eq. (D-38)
wh,v 1 -0 ACI 318-11 Eq.(0-39)N
0.2
Vb (7 (L)ct Vcra)Xa ca;ACI 318-11 Eq. (D-33)
Varia rles
al [in.]cat [in.]ece [in.]tpc.v ha [in.]
2.000 24.000 0.000 1.000 8.000
la (in.]da [in.]f.(psi]Wparallei,V
3.250 1.000 0.500 3000 1.000
Calcu ations
vo [in2]Avco [in 2]ylee,v ,Wed,v +451-1,V Vb [lb]
424.00 648.00 1.000 1.000 1.500 16387
Resul s
cbg [Ib]concrete seismic +nonductile Vcbg [Ib]Vu. IIbi
12290 0.700 1.000 1.000 8603 980
5 Co bined tension and shear loads
(3N (iv (Utilization fitv,v [%]Status
0.252 0.114 5/3 13 OK
Pmv =44+13$<=1
6 W. rnings
•Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be
suffi•'ently stiff, in order not to be deformed when subjected to the loading!Input data and results must be checked for agreement with the
existi g conditions and for plausibility!
•Con eition A applies when supplementary reinforcement is used. The 43 factor is increased for non-steel Design Strengths except Pullout
Stre gth and Pryout strength.Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout
Stre gth. Refer to your local standard.
•Refe to the manufacturer's product literature for cleaning and installation instructions.
•Che king the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant
stanf ardi
•An a chor design approach for structures assigned to Seismic Design Category C,D,E or F is given in ACI 318-11 Appendix D, Part
D.3..4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case the connection design (tension) shall satisfy the provisions of Part D.3.3.4.3 (b), Part D.3.3.4.3 (c), or Part 0.3.3.4.3 (d). The
con -ction design (shear) shall satisfy the provisions of Part D.3.3.5.3 (a), Part 0.3.3.5.3 (b), or Part D.3.3.5.3 (c).
•Part .3.3.4.3 (b)/part D.3.3.5.3 (a) requires that the attachment the anchors are connecting to the structure be designed to undergo ductile
yield ng at a load level corresponding to anchor forces no greater than the controlling design strength. Part D.3.3.4.3 (c) / part D.3.3.5.3 (b)
waiv s the ductility requirements and requires that the anchors shall be designed for the maximum tension I shear that can be transmitted to
the nchors by a non-yielding attachment. Part D.3.3.4.3 (d) / part 0.3.3.5.3 (c) waives the ductility requirements and requires the design
stre gth of the anchors to equal or exceed the maximum tension I shear obtained from design load combinations that include E, with E
incr ased by 0.0.
•Hilti ost-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPH). Reference
ACI 18-11, Part D.9.1
A P I:IME JOB: 2K16-10
irk STRUCTURAL DATE:04/2016,e4a.ENGINEERS SHT:22 Lai76.1"01
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--.111.11111"—
Speci 'er's commen Canopy Ledger
1 Inp t data
Ancho type and diameter:Kwik Bolt TZ -SS 304 1/2 (3 114)r-.:t.likkoiPkeirtseililVirif ji):4.;p;
Effecti -embedment depth:her.act =3.250 in.,hnom =3.625 in.•
Mated.:AISI 304
Evalua 'on Service Report:ESR-1917
Issued Valid:7/1/2015 15/1/2017
Proof:Design method ACI 318-11 /Mech.
Stand-.ff installation:el. =0.000 in. (no stand-oft); t =0.500 in.
Ancho plate:Ix x tort =3.000 in. x 7.500 in. x 0.500 in.; (Recommended plate thickness: not calculated
Profile:no profile
Base aterial:cracked concrete, 3000,f:=3000 psi;h =8.000 in.
Installa ion:hammer drilled hole, Installation condition: Dry
Reinfo ement:tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No.4.bar
Seismi loads (cat. C, D, E, or F)Tension load: yes (D.3.3.4.3 (d))
i ---
.
Shear load: yes (D.3.3.5.3 (c))
Geom -try [in.]& Loading rib, (nib]
Z
Cot
C1
24
---------1--.,-
1.24`,--'S °
k.
_ _...---4".
--6M..4-•-......-.xe ....-...5 ----
7______,__
--------
.
--;-•,.:-..:,,l''''.4'•
-.'''''''' ''-''.."-::•1
1-7-i*.,:i'il,t';'i . '
:'•
'''
1 .:-.:'i''s.''','
':---
J.,'''
•:!.:•':,"..'•-•.'-',.',''''''i4-.•'^I'''"!: -::''''•::-.-...•;''''''._
''''
:_"2.
-.'
"-
.i ;',-!:,:4.' '''.•-
''
•.,(Th
._a:;;;;•P .1.,...%.'',,,,:.--•-,-.
'-••..,,
.
-'',.,, X
--. -
A PRIME JOB: 2K16-10
STRUCTURAL DATE:04/2016
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2 Log d case/Resulting anchor forces
Load a se: Design loads
Y
Ancho reactions [lb]
Tension force: (+Tension, -Compression)
Ar chor Tension force Shear force Shear force x Shear force y
1 0 548 548
max.cc ncrete compressive strain:-1111Dx—
max. concrete compressive stress:-[psi]
resulting tension force in (x/y)=(0.000/0.000):0 [Ib]
resulting compression force in (x/y)=-(0.000/0.000):0 [lb]
3 Tension load
Load Nua Capacity +N. [Ib]Utilization p =Ni../4N„Status
Steel Strength*N/A N/A N/A N/A
Pullou Strength*N/A N/A N/A N/A
Concrete Breakout Strength**N/A N/A N/A N/A
*anch ar having the highest loading **anchor group (anchors in tension)
A PRIME JOB: 2K16-10_./ irk STRUCTURAL DATE:04/2016
AC
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4 Shear load
Load Vua [lb]Capacity 4.V„[lb]Utilization j =Vua/+V„Status
Steel strength*548 4472 13 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**548 5192 11 OK
Concrete edge failure in direction x+**548 1258 44 OK
*anchor having the highest loading "*anchor group (relevant anchors)
4.1 Steel Strength
Vsa.ect =ESR value refer to ICC-ES ESR-1917
4)Vsteel 2 Vua ACI 318-11 Table D.4.1.1
.Variat les
n Aso.Pn.21 foie [psi)
1 0.10 115000
Calcu ations
Vu.eq [lb]
6880
Results .
Vsa.., [lb)+steel itinonductile Vsa [lb)Vua [lb]
/6880 0.650 1.000 4472 548Th
4.2 Pryout Strength
ANVcpIsca[(tNO
---)yed.N 1i.lc,t4 111cp,N Nei ACI 318-11 Eq. (D-40)
V„3 Vua ACI 318-11 Table 124.1.1
AN.see AC) 318-11, Part D.5.2.1, Fig. RD.5.2.1(b)
AN„=9 her AC1 318-11 Eq. (D-5)
1
ivacp ,. 2 eN )51.0 ACI 318-11 Eq. (D-8)-
''3 haf
tited,W =0.7 + 0.3 (icyhinf) 5 1.0 ACI 318-11 Eq. (D-10)
NIcp,N =MAX(ILlin, 1.:hef) 51.0 ACI 318-11 Eq. (D-12)
ac ac
Nb =k.Xa Nfr: hia5 AC) 318-11 Eq. (D-6)
Variables
kcp ha (in.)eci,N [in.]ea,N [in.];pia [in.]
2 3.250 0.000 0.000 2.750
kvc,N c,,c fin.]kc X..fc [psi]
1.000 6.000 17 1.000 3000
Calm lations
ANc fin 2)AN0 [in.2]yecl,N yeall 17ed,N lilep,N Nb (lb]
74.34 95.06 1.000 1.000 0.869 1.000 5455
Resu Its
Vcr.[lb]+concrete +seismic 4nonductile 4)Vcp [lb]Vua OW
7417 0.700 1.000 1.000 5192 548(---.
•
z•\PRIME JOB: 2K16-10
/V •STRUCTURAL DATE:slap:a_
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4.3 Concrete edge failure in direction x+
AvcVd3-'/ed,V Wc,V Why Wparallel,V Vb ACI 318-11 Eq. (D-30)
4.\to 2 Vua ACI 318-11 Table 0.4.1.1
Av.see ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1(b)
Ave =4.5 Gal ACI 318-11 Eq. (D-32)
1
yec,V =+2e,51.0 AC) 318-11 Eq. (D-36)
3Cai
=0.7 0.3(1.5C„)5 1.°Ca2 ACI 318-11 Eq. (D-38)
F57.1 .
I ha
1.0 ACI 318-11 Eq.(0-39)
I
)0.2Vb=(7 e•Vcra)Vfecepda ACI 318-11 Eq. (D-33)
Variables
.:„.1 [in.]002 [in.]ecv [in.]wc,v ha [in.]
2.750 12.000 0.000 1.000 8.000
•
le [in.)A.a da [in.'fc [psi]Yparallet,V
3.250 1.000 0.500 3000 1.000
Calculations
Avc [in.1 Avco yps..V yed,V why Nib [Ib]
34.03 34.03 1.000 1.000 1.000 1798
Results
Vat.[lb]+concrete +seismic +nonductile 4.Vd. [lb]V„, [lb]
1798 0.700 1.000 1.000 1258 548
5 Wa -nings
•Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be
suffic ently stiff, in order not to be deformed when subjected to the loading!Input data and results must be checked for agreement with the
existing conditions and for plausibility!
•Cond tion A applies when supplementary reinforcement is used. The cb factor is increased for non-steel Design Strengths except Pullout
Stren )th and Pryout strength.Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout
Strength. Refer to your local standard.
•Refer to the manufacturer's product literature for cleaning and installation instructions.
•Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant
stand ard!
•An anchor design approach for structures assigned to Seismic Design Category C,D,E or F is given in ACI 318-11 Appendix D, Part
D.3.3 4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case, the connection design (tension) shall satisfy the provisions of Part D.3.3.4.3 (b), Part D.3.3.4.3 (c), or Part D.3.3.4.3 (d). The
connection design (shear) shall satisfy the provisions of Part D.3.3.5.3 (a), Part 0.3.3.5.3 (b), or Part D.3.3.5.3 (c).
•Part D.3.3.4.3 (b)/part 0.3.3.5.3 (a) requires that the attachment the anchors are connecting to the structure be designed to undergo ductile
yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Part 0.3.3.4.3 (c)/part D.3.3.5.3 (b)
waives the ductility requirements and requires that the anchors shall be designed for the maximum tension / shear that can be transmitted to
the anchors by a non-yielding attachment. Part D.3.3.4.3 (d) / part D.3.3.5.3 (c) waives the ductility requirements and requires the design
strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E
increz sed by 00.
•Hilt! past-installed anchors shall be installed in accordance with the Hilt! Manufacturer's Printed Installation Instructions (MPH). Reference
ACI 318-11, Part D.9.17Th
Fastening meets the design criteria!
•BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Zimmer Biomet
1900 Aston Ave
Carlsbad, CA
Project Designer:
41.116°
Report Prepared by:
Jason Vander Veen
VanderVeen Engineering Consultants, Inc
Job Number:
Date:1900 ASTON AV
2/18/20'
2121202400 TI
The EnergyPro computer program has been used to perform the calculations sui
authorized by the California Energy Commission for use with both the Resider 02-29-2016
This program developed by EnergySoft,
EnergyPro 6.7 by EnergySoft User Number 30023 CB160799
TABLE OF CONTENTS
Cover Page 1
Table of Contents 2
Form PRF-01 -E Certificate of Compliance 3
EnergyPro 6.7 by EnergySoft Job Number:ID:User Number: 30023
i
I
I Project Name:Zimmer Biomet NRCC-PRF-01-E Page 1 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
A.PROJECT GENERAL INFORMATION
1.Project Location (city)Carlsbad 7.# of dwelling units 0
2.CA Zip Code 8.Standards Version Compliance2015
3.Climate Zone 7 9.Compliance Software (version)EnergyPro 6.7
_
4.Total Conditioned Floor Area 1,700 ft2 10.Building Orientation (deg)(N) 0 deg
5.Total Unconditioned Floor Area 0 ft2 11.Permitted Scope of Work ExistingAddition
i 6.# of Stories (Habitable Above Grade)1 12 Building Type(s)Nonresidential
1
B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS § 140.1
BUILDING COMPLIES
1. Energy Component 2. Standard Design (TDV)3. Proposed Design (TDV)4. Compliance Margin (TDV)5. Percent Better than Standard
'
Space Heating 0.0 0.0 ----
Space Cooling 60.8 46.9 13.9 22.9%
Indoor Fans 122.2 84.2 38.0 31.1%
Heat Rejection --------
Pumps & Misc.--------
Domestic Hot Water --------
Indoor Lighting 62.2 62.2 --0.0%
COMPLIANCE TOTAL 245.2 193.3 51.9 21.2%
Receptacle 68.5 68.5 0.0 0.0%
Process --------
Process Ltg --------
TOTAL 313.7 261.8 51.9 16.5%
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 2 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings)
1st Indoor Fans: Check envelope and mechanical Compliance Margin By Energy Component (from Table B column 4)
2nd Space Cooling: Check envelope and mechanical Indoor Fans
3rd Space Heating: Check envelope and mechanical Space Cooling
4th Heat Rejection: Check envelope and mechanical Space Heating
5th Pumps & Misc.: Check mechanical Heat Rejection
Pumps & Misc.
6th Domestic Hot Water: Check mechanical Domestic Hot Water
Indoor Lighting
7th Indoor Lighting: Check lighting MEI M.
D. EXCEPTIONAL CONDITIONS
The building does not include service water heating. Verify that service water heating is not required and is not included in the design.
E. HERS VERIFICATION
This Section Does Not Apply
F.ADDITIONAL REMARKS
None Provided
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Project Name:Zimmer Biomet NRCC-PRF-01-E Page 3 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
G. COMPLIANCE PATH &CERTIFICATE OF COMPLIANCE SUMMARY
Identify which building components use the performance or prescriptive pathforcompliance. "NA"=not in project
For components that utilize the performance path, indicate the sheet number that includes mandatory notes on plans.
Building Component Compliance Path Compliance Forms (requiredfor submittal)Location of Mandatory Notes on
Plans
O Performance NRCC-PRF-ENV-DETAILS (section of the NRCC-PRF-01-E)
Envelope 0 Prescriptive NRCC-ENV-01 /02 /03 /04 /05 /06-E
Ei NA
El Performance NRCC-PRF-MCH-DETAILS (section of the NRCC-PRF-01-E)
Mechanical 0 Prescriptive NRCC-MCH-01 /02 /03 /04 /05 /06 /07-E
0 NA
O Performance NRCC-PRF-PLB-DETAILS (section of the NRCC-PRF-01-E)
Domestic Hot Water 0 Prescriptive NRCC-PLB-01-E
IE NA
O Performance NRCC-PRF-LTI-DETAILS (section of the NRCC-PRF-01-E)
Lighting (Indoor Conditioned)0 Prescriptive NRCC-LTI-01 /02 /03 /04 /05-E
Z NA
O Performance 52 (section of the NRCC-PRF-01-E)
Covered Process:
Commercial Kitchens 0 Prescriptive NRCC-PRC-01/03-E
[E]NA
O Performance S3 (section of the NRCC-PRF-01-E)
Covered Process:
Computer Rooms 0 Prescriptive NRCC-PRC-01/04-E
21 NA
O Performance 54 (section of the NRCC-PRF-01-E)
Covered Process:
Laboratory Exhaust 0 Prescriptive NRCC-PRC-01/09-E
CE NA
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Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
G. COMPLIANCE PATH &CERTIFICATE OF COMPLIANCE SUMMARY
Thefollowing building components are only eligible for prescriptive compliance. Indicate which are The following building components may have mandatory requirements per Part 6.Indicate
relevant to the project.which are relevant to the project.
Yes NA Prescriptive Requirement Compliance Forms Yes NA Mandatory Requirement Compliance Forms
Commissioning: §120.8
O 0 Lighting (Indoor
Unconditioned) §140.6 NRCC-LTI-01 /02 /03 /04 /05-E 0 0 Simple Systems NRCC-CXR-01 /02 /03 /05-E00Complex Systems NRCC-CXR-01 /02 /04 /05-E
O El Lighting (Outdoor) §140.7 NRCC-LTO-01 /02 /03-E 0 0 Electrical: §130.5 NRCC-ELC-01-E
O CE Lighting (Sign) §140.8 NRCC-LTS-01-E 0 El Solar Ready: §110.10 NRCC-SRA-01 /02-E
Covered Process: §120.6 NRCC-PRC-01-E00Parking Garage NRCC-PRC-02-E
1
1 Solar Thermal Water 0 0 Commercial Refrigeration NRCC-PRC-05-E0NNRCC-STH-01-EHeating: §140.5 0 0 Warehouse Refrigeration NRCC-PRC-06/07/08-E
O 0 Compressed Air NRCC-PRC-10-E
O 0 Process Boilers NRCC-PRC-11-E
1
,
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 5 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE &CERTIFICATE OF VERIFICATION SUMMARY (NRCl/NRCA/NRCV)—
Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance Confirmed(Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify).
See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment.
Building Component Compliance Forms (requiredforsubmittal)Pass Fail
NRCI-ENV-01-E -For all buildings Envelope NRCA-ENV-02-F-NFRC label verification for fenestration
E/NRCI-MCH-01-E -For all buildings with Mechanical Systems
E/NRCA-MCH-02-A-Outdoor Air
El NRCA-MCH-03-A—Constant Volume Single Zone HVAC
NRCA-MCH-04-H-Air Distribution Duct Leakage
El NRCA-MCH-05-A-Air Economizer Controls
El NRCA-MCH-06-A-Demand Control Ventilation
NRCA-MCH-07-A —Supply Fan Variable Flow Controls
NRCA-MCH-08-A-Valve Leakage Test
NRCA-MCH-09-A —Supply Water Temp Reset Controls
Mechanical NRCA-MCH-10-A-Hydronic System Variable Flow Controls
NRCA-MCH-11-A —Auto Demand Shed Controls
El NRCA-MCH-12-A-Packaged Direct Expansion Units
NRCA-MCH-13-A-Air Handling Units and Zone Terminal Units
NRCA-MCH-14-A-Distributed Energy Storage
NRCA-MCH-15-A —Thermal Energy Storage
NRCA-MCH-16-A-Supply Air Temp Reset Controls
NRCA-MCH-17-A —Condensate Water Temp Reset Controls
NRCA-MCH-18-A-Energy Management Controls Systems
NRCV-MCH-04-H-Duct Leakage Test
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
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Project Name:
Compliance Scope:
Zimmer Biomet
Exist ngAddition
NRCC-PRF-01-E Page 6 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Input File Name:Zimmer Biomet.xml
H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE &CERTIFICATE OF VERIFICATION SUMMARY (NRCl/NRCA/NRCV)—
Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance Confirmed(Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify).
See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment.
Building Component Compliance Forms (requiredfor submittal)Pass Fail
O NRCI-PLB-01-E -For all buildings with Plumbing Systems 0 0
O NRCI-PLB-02-E -required on central systems in high-rise residential, hotel/motel application.0 0
O NRCI-PLB-03-E -Single dwelling unit systems in high-rise residential, hotel/motel application.0 0
O NRCI-PLB-21-E -HERS verified central systems in high-rise residential, hotel/motel application.0 0
Plumbing O NRCI-PLB-22-E -HERS verified single dwelling unit systems in high-rise residential, hotel/motel application.0 0
O NRCV-PLB-21-H-HERS verified central systems in high-rise residential, hotel/motel application.0 0
O NRCV-PLB-22-H -HERS verified single dwelling unit systems in high-rise residential, hotel/motel application.0 0
O NRCI-STH-01-E -Any solar water heating 0 0
O NRCI-LTI-01-E -For all buildings 0 0
O NRCI-LTI-02-E -Lighting control system, or for an Energy Management Control System (EMCS)0 0
O NRCI-LTI-03-E -Line-voltage track lighting integral current limiter, or for a supplementary overcurrent protection panel used to 0 0energize only line-voltage track lighting
O NRCI-LTI-04-E -Two interlocked systems serving an auditorium,a convention center,a conference room, or a theater 0 0
Indoor Lighting 0 NRCI-LTI-05-E -Lighting Control Credit Power Adjustment Factor (PAF)0 0
O NRCI-LTI-06-E -Additional wattage installed in a video conferencing studio 0 0
O NRCA-LTI-02-A -Occupancy sensors and automatic time switch controls.0 0
O NRCA-LTI-03-A -Automatic daylighting controls 0 0
O NRCA-LTl-04-A -Demand responsive lighting controls 0 0
O NRCI-LTO-01-E —Outdoor Lighting 0 0
Outdoor Lighting 0 NRCI-LT0-02-E-EMCS Lighting Control System 0 0
O NRCA-LTO-02-A -Outdoor Lighting Control 0 0
Sign Lighting 0 NRC1-LTS-01-E —Sign Lighting 0 0
Electrical 0 NRCI-ELC-01-E -Electrical Power Distribution 0 0
1 Photovoltaic 0 NRCI-SPV-01-E Photovoltaic Systems 0 0
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Project Name:Zimmer Biomet NRCC-PRF-01-E Page 7 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE &CERTIFICATE OF VERIFICATION SUMMARY (NRCl/NRCA/NRCV)—
Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance Confirmed(Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify).
See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment.
Building Component Compliance Forms (requiredforsubmittal)Pass Fail
O NRCI-PRC-01-E Refrigerated Warehouse 0 0
O NRCA-PRC-01-F-Compressed Air Systems 0 0
O NRCA-PRC-02-F-Kitchen Exhaust 0 0
O NRCA-PRC-03-F-Garage Exhaust 0 0
Covered Process 0 NRCA-PRC-04-F-Refrigerated Warehouse-Evaporator Fan Motor Controls 0 0
O NRCA-PRC-05-F-Refrigerated Warehouse-Evaporative Condenser Controls 0 0
O NRCA-PRC-06-F-Refrigerated Warehouse-Air Cooled Condenser Controls 0 0
O NRCA-PRC-07F-Refrigerated Warehouse-Variable Speed Compressor 0 0
O NRCA-PRC-08-F-Electrical Resistance Underslab Heating System 0 0
I. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-ENV-DETAILS for more information)
i
1.Total Conditioned Floor Area 1,700 ft2 5.Number of Floors Above Grade 1 Confirmed
2.Total Unconditioned Floor Area 0 ft2 6.Number of Floors Below Grade 0
3.Addition Conditioned Floor Area 0 ft2 -nit)tu0—4.Addition Unconditioned Floor Area 0 ft2 vl
7. Opaque Surfaces & Orientation 8. Total Gross Surface Area 9. Total Fenestration Area 10.Window to Wall Ratio
North Wall 0 ft2 0 ft2 00.0%0 0
East Wall 0 ft2 0 ft2 00.0%0 0
South Wall 0 ft2 0 ft2 00.0%0 0
West Wall 0 ft2 0 ft2 00.0%0 0
Total 0 ft2 0 ft2 00.0%0 0
Roof 1,700 ft2 0 ft2 00.0%0 0
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11 Project Name:Zimmer Biomet NRCC-PRF-01-E Page 8 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
J. FENESTRATION SUMMARY § 110.6
This Section Does Not Apply
K. OPAQUE SURFACE ASSEMBLY SUMMARY §120.7/ § 140.3 Confirmed
1.2.3.4.5.6.7.8.
17 ,
1.01 piFramingCavityContinuousU-Factor /F-Factor ir IASurface Name Surface Type Area (ft2)..IA
Type R-Value R-Value /C-Factor c.
Slab On Grade?UndergroundFloor 1700 NA 0 NA F-Factor: 0.730 E 0 0
R-19 Roof9 Roof 1700 Wood 19 NA U-Factor: 0.052 E 0 0
R-13 Wain InteriorWall 650 Wood 13 NA U-Factor: 0.095 E 0 0
1Status: N -New, A -Altered,E-Existing
L. ROOFING PRODUCT SUMMARY § 140.3 Confirmed
1.2.3.4.5.6.7.
Aged Solar Thermal Cool Roof OS 03•-•Product Type Product 25 lb ft2 in SRI CRRC Product ID Number u'-
1 Reflectance Emittance Credit
R-19 Roof9 No 0.08 0.75 NA No NA 0 0
M.HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information)§ 110.1 /§ 110.2
Dry System Equipment 1 (Fan & Economizer info included below in Table N)Confirmed
1.2.3.4.5.6.7.8.9.10.11.
AcceptanceSystem Type Total Heating Supp Heat Total Cooling Efficiency
-...on ei ...Supp Heat Testing sr -..2.Equip Name Equip Type (Simple 3 or Qty Output Output Output ...tn -
Source (Y/N)Required? (Y/N)gComplex4)(kBtu/h)(kBtuh)(kBtu/h)Cooling Heating s .
RTU-91 SZHP Simple 1 92 No 0 88 EER-12.2 COP-3.3 Yes N 0 0(Packaged3Phase)
Wet System Equipment 2 Pumps Confirmed
12.13.14.15.16.17.18.19.20.21.22.23.24.
Tank cri w12 -n
Rated Capacity VSD a (4 2-1.Equip Name Equip Type Qty Vol (gal)Efficiency Standby Loss Ext.R Qty GPM HP(kBtu/h)(Y/N)gValuem
I Dry System Equipment includes furnaces,air handling units, heat pumps, etc.
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 9 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
2 Wet System Equipment includes boilers, chillers, cooling towers, water heaters, etc.
3Simple Systems must complete NRCC-CXR-03-E commissioning design review form
4 Complex Systems must complete NRCC-CXR-04-E commissioning design review form
5 A summary ofwhich acceptance tests are applicable is provided inNRCC-PRF-MCH-DETAILS
6 Status: N -New, A —Altered,E—Existing
Discrepancy between modeled and designed equipment sizing? (if "Yes", see Table F."Additional Remarks" for an explanation)No
N. ECONOMIZER &FAN SYSTEMS SUMMARY'§ 140.4 Confirmed
1.2.3.4.S.
Outside Supply Fan Return FanAir 13 011CIJwEconomizer Type NEquip Name TSP TSP (if present)
CFM CFM HP BHP (inch Control CFM HP BHP (inch Control
WC)WC)
1
RTU-91 646 3000 1.500 1.500 1.90 ConstantVolume NA NA NA NA NA FixedDryBulb 0 0
i 1 Mechanical ventilation calculations and exhaust fans are included in the NRCC-PRF-MCH-DETAILS section
I
0.EQUIPMENT CONTROLS §120.2 Confirmed
1.2.3.-a -nDJal4.1 =
Equip Name Equip Type Controls u.
1 Zones With CO2Sensor Vent. Control
RTU-91 SZHP Fixed Drybulb Economizer 0 0
No Supply Air Temp. Control
P.SYSTEM DISTRIBUTION SUMMARY §120.4/§140.4(i)
This Section Does Not Apply
Does the Project Include Zonal Systems?(if "Yes", see NRCC-PRF-MCH-DETAILS for system information)No
Does the Project Include a Solar Hot Water System? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information)No
Multifamily or Hotel/ Motel Occupancy? (if "Yes", see NRCC-PRF-MCH-DETAILS for DHW system information)No
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 10 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
Q. INDOOR CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info)3 §140.6
Confirmed
1.2.3.4.5.
-,,
Conditioned Floor Area 2 Installed Lighting Power Lighting Control Credits fu
Occupancy Type'.(ft2)(Watts)(Watts)Additional (Custom) Allowance
Area Category Footnotes Tailored Method (Watts)0 0(Watts)
Classrooms, Lecture,1,700 2,040 0 0 0 El 0Training, Vocational Areas
Building Totals:1,700 2,040 0
See Table 140.6-C
2 See NRCC-LTI-01-Eforunconditioned spaces
3Lighting informationforexisting spaces modeled is not included in the table
R.INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTI-01-E)1.L113(1.1:
Luminaire Schedule (includes all permanent installed lighting in
conditioned space, and portable lighting over 0.3 w/ft2 in Installed Watts (Conditioned)Confirmed
offices)
Complete Luminaire Description How Wattage is Determined
(i.e., 3-lamp fluorescent troffer,Total NumberName or Item Tag Watts per luminaire Installed Watts Pass FailF32T8, one dimmable electronic CEC Default According to Luminaires
ballast)from NA8 §130.0(c)
1/f lighting power densities were used in the compliance model Building Departments will need to check prescriptive formsforLuminaire Schedule details.
Si.COVERED PROCESS SUMMARY —ENCLOSED PARKING GARAGES § 140.9
This Section Does Not Apply
52. COVERED PROCESS SUMMARY -COMMERCIAL KITCHENS § 140.9
This Section Does Not Apply
53. COVERED PROCESS SUMMARY -COMPUTER ROOMS § 140.9
This Section Does Not Apply
"CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
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Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
54. COVERED PROCESS SUMMARY -LABORATORY EXHAUSTS § 140.9
This Section Does Not Apply
T.UNMET LOAD HOURS
This Section Does Not Apply
U. ENERGY USE SUMMARY
Electric Natural Gas
(kWh/yr)(therms/yr)
Total Annual Baseline 19000.2 0.0970293
Total Annual Proposed 15957.6 0
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 12 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT § 10-103
I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name: Jason Vander Veen Signature:
Company: VanderVeen Engineering Consultants, Inc Lif
Address:Signature Da :
City/State/Zip:CEA Identification (If applicable):NR08-5-3787
Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1 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, mechanical engineer, electrical engineer, or I am a licensed architect.
2 I affirm that I am eligible under the provisions of 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.
3 I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to
Business and Professions Code Sections 5537, 5538 and 6737.1.
Responsible Envelope Designer Name:Signature: NOT IN SCOPE
Company:
Address:Date Signed:
City/State/Zip:Declaration Statement Type:
Phone:Title:License #:
Responsible Lighting Designer Name:Signature: NOT IN SCOPE
Company:
Address:Date Signed:
City/State/Zip:Declaration Statement Type:
Phone:Title:License #:
Responsible Mechanical Designer Name: VanderVeen Engineering Signature:
Company: VanderVeen Engineering
Address: 42056 Delmonte St Date Signed:
City/State/Zip: Temecula CA 92591 Declaration Statement Type:
Phone:Title:License #:M34874
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 13 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
NRCC-PRF-ENV-DETAILS -SECTION START-
A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed
1.2.3.4.-n
Surface Name Surface Type Description of Assembly Layers Notes vi
Slab On Grade7 UndergroundFloor 0 0
Asphalt shingles -1/4 in.
Vapor permeable felt -1/8 in.
Plywood -1/2 in.
R-19 Roof9 Roof 0
Air -Cavity -Wall Roof Ceiling -4 in. or more
Wood framed roof, 16in.OC,5.5in.,R-19
Gypsum Board -1/2 in.
Stucco -7/8 in.
Vapor permeable felt -1/8 in.
R-13 Wa1111 InteriorWall 0 0
Wood framed wall, 16in.OC,3.5in.,R-13
Gypsum Board -1/2 in.
B. OVERHANG DETAILS (Adapted from NRCC-ENV-02-E)
This Section Does Not Apply
C.OPAQUE DOOR SUMMARY
This Section Does Not Apply
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
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Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
NRCC-PRF-MCH-DETAILS -SECTION START-
A. MECHANICAL VENTILATION AND REHEAT (Adaptedfrom 2013-NRCC-MCH-03-E)Confirmed
1. DESIGN AIR FLOWS 2. VENTILATION (§ 120.1)
x a a a.m m m in cs>vi v.K 3 3 o m $B:0 -
ti0mG)al z D 2 3 0 in ZZ2>gi 0 E GI <61 vim-o 5i 12 6 C -.E 03 f'Li 2 7..<.r.z -nmZz 0mE2*C Sc o IC rl z -11 Er.
CONDITIONED 8 •RE sc „g g g z VI Z w-ri Z C $...1 >71.r.iii >2 F.V.
ZONE NAME 6 g 31 t 1.2 1 B tE eX ;2I
••C1/1-I
Cu =1 .-I0s"••.°13 12
EDI r"Fa —I Fa .---
-n -‹in
E '—?I -‹q m w'ei q 4 P-ri x.,„ni......xi 0 „.72"n 0 -0
-n •—•>
S 73
r-'•-•0 Z0>"I —>e-E S E ..Z >-a =mv.55 E 2 ?c.GI z GI ---5 ;73 8 a..c -Curn 8"n"v.E >>>3 3 >-o 0 7.6ri*C F 5 F -2 i *E
_
1-Lecture Hall RTU-91 3,000 NA NA NA NA N RTU-91 1,700 0.38 85 7.5 638 646 NA Y 0 0
TOTAL 1,700 85 638 646 NA 0 0
!B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY § 140.4
1.2.3.4.5.6.7.8.Confirmed
Rated Capacity Airflow (dm)Fan(kBtuh)-to -r.System ID System Type Qty Economizer Zone Name 111mIn =Min.ECM u.
Heating Cooling Design Min.BHP CyclesRatio Motor
Lecture Hal13-TRM Uncontrolled 1 NA NA NA 1-Lecture Hall 3000 NA NA NA NA 0 0 0
C. EXHAUST FAN SUMMARY
This Section Does Not Apply
D. DHW EQUIPMENT SUMMARY —(Adapted from NRCC-PLB-01)
This Section Does Not Apply
E.MULTI-FAMILY CENTRAL DHW SYSTEM DETAILS
This Section Does Not Apply
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 15 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
F.SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01)
This Section Does Not Apply
G. MECHANICAL HVAC ACCEPTANCE TESTS &FORMS [Adopted from 2013-NRCC-MCH-01-E)§ RA4
Declaration of Required Acceptance Certificates (NRCA)—Acceptance Certificates that may be submitted. (Retain copies and verify forms are completed and signed to post in field for Field
Inspector to verify).
3 3 3 3 g g g g C M g 3 3 g 3 3 3nnnrwnnrtnrinnnnnnnnTest Description x x x x x x x x x x x x x x x x x Confirmed6Cs2000001...4 4 4 4 4 I-.4 1:-.N to In Cl V 00 10 0 I-.IV IA A.tri Cl .1 00>>>>>>>>3:*>>>>>>>>
N
Ln I-)inc x >0.C-o rt5o1/1 -0 -<c
TO r+C i7.,...-••13 73 0000Vw0oEquipmentcIV'<IT IT LA 0_
N1 0 3 Zn 6 n 0 ..n =VI >.M coRequiring#of a 0 17.17;0 -c-ro g.o „.o "a.9 NI 0 0 ID00x-.cn ;.-=m(-1 To -no0rtCDr)-II IT u.0..,i DJ ?,..=0 7 an 1%--1 n 0 K gi w•--h >-<CD 0 mTesting or units °rn 0 .
r-1
<nJ0 a.(3 8.-0-3x-.-i.o —=x n)0 r.vi (A>.C C o <0 -._..—a.cg Verification .-.on LA >EI;-..i.(V v.to 0-_,3 rn-.-1.A:to co0<3 E (I)in 20 MI CD -t,c'3 1:1 *a.co o1.7 ro.-1.
RTU-91 1 X X —X X ----------X ------------0 0
f NRCC-PRF-LTI-DETAILS -SECTION START-
A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted from NRCC-LTI-02-E)§ 140.6
This Section Does Not Apply
B. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROLS (Adapted from NRCC-LTI-02-E)§ 130.1
This Section Does Not Apply
§130.1(o) =Manual area controls; §130.0(b) =Multi Level; §130.1(c) =Auto Shut-Off; §130.1(d) =Mandatory Daylight; §130.1(e) =Demand Responsive
C. TAILORED METHOD LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCC-LTI-04-E)§140.6
General lighting power (see Table D)0
General lighting power from special function areas (see Table E)NA
Additional "use it or lose it"(See Table G)0
'Total watts 0
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 16 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
D. GENERAL LIGHTING POWER (Adapted from NRCC-LTI.04-E)§ 140.6-D
This Section Does Not Apply
E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E)§ 140.6(c) 3H
Illuminance Value Room Cavity Ratio Confirmed
Room Number Primary Function Area Allowed LPD Floor Area (ft2)Allowed Watts(LUX)(Table G)Pass Fail
NA NA NA NA NA NA NA 0 0
Note: Tailored MethodforSpecial Function Areas is not currently implemented
F.ROOM CAVITY RATIO (Adapted from NRCC-LTI-04-E)
Rectangular Spaces
Confirmed
Room Number Task/Activity Description Room Length (ft)Room Width (ft)Room Cavity Height (ft)RCR
Pass .Fail
NA NA NA NA NA NA 0 0
Non-Rectangular Spaces
This Section Does Not Apply
iNote:All applicable spaces are listed under the Non-Rectangular Spaces table
G. ADDITIONAL "USE IT OR LOSE IT" (Adapted from NRCC-LTI-04-E)
1.2.3.4.Confirmed
Combined Floor Display and Task Combined Ornamental and Special Allowed Watts .
w -viWall Display Very Valuable Merchandise IAtuLightingEffects Lighting u.
0 0 0 0 0 0 0
5.Wall Display
This Section Does Not Apply
6. Floor Display and Task Lighting
This Section Does Not Apply
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
1
Project Name:Zimmer Biomet NRCC-PRF-01-E Page 17 of 17
Project Address:1900 Aston Ave Carlsbad Calculation Date/Time:21:10, Thu, Feb 18, 2016
Compliance Scope:ExistingAddition Input File Name:Zimmer Biomet.xml
7. Combined Ornamental and Special Effects Lighting
This Section Does Not Apply
8. Very Valuable Merchandise
This Section Does Not Apply
H. INDOOR &OUTDOOR LIGHTING ACCEPTANCE TESTS &FORMS (Adapted from NRCC-LTI-01-E and NRCC-LTO-01-E)§ 130.4
Declaration of Required Acceptance Certificates (NRCA) —Acceptance Certificates that must be verified in the field. (Retain copies and verify forms are completed and signed to post in field for
Field Inspector to verify).
Test Description
Indoor Outdoor Confirmed
NRCA-LTI-02-A NRCA-LTI-03-A NRCA-LTI-04-A NRCA-LTO-02-A
-riEquipment Requiring Occ Sensors /Auto Time w as
Testing or Verification Switch
gn#of units Auto Daylight Demand Responsive Outdoor Controls 0
Occupant Sensors 0 0 0 0 0 0 0
Automatic Time Switch 0 0 0 0 0 0 0
Automatic Daylighting 0 0 0 0 0 0 0
Demand Responsive 0 0 0 0 0 0 0
Outdoor Controls 0 0 0 0 0 0 0
4.
CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:NRCC-PRF-01-E-11302015-760 Report Generated at: 2016-02-18 21:10:34
ZIMMER BIOMET
To Whom It May Concern,
I would like to clarify the use and intent of newly proposed Zimmer Biomet
Institute. The facility will be located at 1900 Aston Ave, Carlsbad, CA 92008.
This project is a relocation of our existing instruction facility from our current
manufacturing facility, which is located at El Camino Real.
The main concentration of the facility will be an Educational Simulation
laboratory. We have had this operating with great success for more than 9 years
at the El Camino Real facility. The activities and functions are year round, and
host roughly 30 courses annually. These courses have a maximum attendance of
24 attendees per course. The attendees come from all over the United States,
with approximately 5% come from the State of California. These are inclusive
offerings which include accommodations and transportation (to and from the
airport and hotel). The participants are bused from a local hotel (Sheraton), so
the overall need for parking is minimal.
If you have any question and/or concerns, please feel free to reach out to me
directly.
Ken Varner
Kenneth Varner
Global Director, Zimmer Biomet Institutes
Zimmer Biomet
P.O. Box 708, Warsaw, IN 46581 -0708 a •71800.613.6131 0
...;.:.,-
,--.:-.6:re vi.SAN DIEGO REGIONAL OFFICE USE ONLYg.
;1;CAye.tlijit`,.,8 HAZARDOUS MATERIALS RECORD ID #
-s,.,,--,•,.,:.1?.s-PLAN CHECK #"°"C.c.0.QUESTIONNAIRE BP DATE //
Business Name Business Contact Telephone #zifewct gio mc-r-
_
Project Address La City State Zip Code APN#1q00 A51.0.")A116 "160 GiittS6A1)c A 9uvf3 'Litt 201 goo
Mailing Address City State Zip Code Plan File#
_
Project Contact Applicant E-mail Telephone #...54 VOA SA "Tr-4.64.7"--r&Api -eGri1.04om6.corti 858 -6.38 _72:7-7 _
The following questions represent the facilityWactivities, NOT the specific project description.
PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San
Dieaol: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled,
applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal.
Occupancy Rating:Facility's Square Footage (including proposed project):
1.Explosive or Blasting Agents 5.Organic Peroxides 9.Water Reactives 13.Corrosives
2.Compressed Gases 6.Oxidizers 10.Cryogenics
OOther
Health Hazards
3.Flammable/Combustible Liquids 7.Pyrophorics 11.Highly Toxic or Toxic Materials None of These.
4.Flammable Solids 8.Unstable Reactives 12.Radioactives
PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMD): If the answer to any of the
questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123.
Call (858) 505-6700 prior to the issuance of a building permit.
FEES ARE REQUIRED Project Completion Date:Expected Date of Occupancy:0 CalARP Exempt
YES ,NO (for new construction or remodeling projects)/
1.0 0 Is your business listed on the reverse side of this form? (check all that apply).Date Initials
2.0 M Will your business dispose of Hazardous Substances or Medical Waste in any amount?
3.0 lel Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 0 CalARP Required
pounds and/or 200 cubic feet?/
4.0 Will your business store or handle carcinogens/reproductive toxins in any quantity?Date Initials
5.0 Will your business use an existing or install an underground storage tank?
6.0 Will your business store or handle Regulated Substances (CaIARP)?0 CaIARP Complete
,g7.0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)?/
8.0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to Date Initials
or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act).
PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San
Diego, CA 92131 aocdcomp(a.sdcountv.ca.qov (858) 586-2650). [*No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No].The following questions are intended
to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive
requirements contact APCD. Residences are typically exempt, except -those with more than one building' on the property; single buildings with more than four
dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project.['Excludes garages & small outbuildings.]
YES
ili
1.0 Will the project disturb 160 square feet or more of existing building materials?
2.ID Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition.
3.0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance
Technician?
4.0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification
may be required 10 working days prior to commencing asbestos removal.
5.CI IR'Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet
(www.sdaocd.oro/info/facts/Dermits_pdf) for typical equipment requiring an APCD permit.
6.CI 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet ofa school
bounda
Briefly describe business activities:Briefly describe prop sed project:OrriC6 'revAr-sr oyetov&vx?r
ryIlare under penalty of perjury that to the best of my knowledge and belt -.z re -.-es m e erein are true and correct.AN 6/sti.L-6605 --07. / Zgi / ZO 16
Name of Owner or Authorized Agent Signa ,-of •wgi uthorized Agent Date
•FOR OF •E .FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:
BY:DATE://
EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY
COUNTY-HMD*APCD COUNTY-HMD APCD COUNTY-HMD APCD
*A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply.
I Final Inspection required by
U Plan U CIVIEEI Li Fire U
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City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
09-14-2016 Plan Check Revision Permit No:PCR16153
Building Inspection Request Line (760) 602-2725
Job Address:1900 ASTON AV CBAD
Permit Type:PCR Status:ISSUED
Parcel No:2121202400 Lot #:0 Applied:08/04/2016
Valuation:$0.00 Construction Type:NEW Entered By:SLE
Reference #:CB160799 Plan Approved:09/14/2016
PC #:Issued:09/14/2016
Project Title:ZIMMER BIOMET: INFILL MEZZ Inspect Area:
OPENING IN FLOOR
Applicant:Owner:
MIKE SCHULZKI P D G CARLSBAD 59 LTD
1825 GILLESPIE WAY #102
EL CAJON CA 92020
760-929-4156
Plan Check Revision Fee $161.25
Fire Expedited Plan Review $0.00
Additional Fees $0.00
Total Fees:$161.25 Total Payments To Date:$161.25 Balance Due:$0.00
FINAL APPROVAL
Inspector: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.
CC" ity of PLAN CHECK REVISION Development Services
Building Division
Carlsbad APPLICATION
B-15
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
Plan Check Revision No.PC.R 119 15 3 Original Plan Check No.ae.1 1.0 O —1c:31q
Project Address 110(;)A91M AvE005 ei.024_654)..Date 0e/09/Z014)
Contact MIKE Sc i-101..z Ph (4(0b) gal —yl 56 Fax ---.
Email •
Contact Address I oo Aveout eArwaeot City 40.124.1sAT.Zip q 7..006
General Scope of Work =)..YFI LI.-11.5 pipwi o&i .1/47 Mt2.7.Aoit..)Di osx2-.
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
1.Elements revised:
fg Plans 4 -Calculations n Soils Energy pi Other
2.3.4.
Describe revisions in detail List page(s) where List revised sheets
each revision is that replace
shown existing sheets
..-rfki.t1 0 \x\trpo.r-
5.Does this revision, in any way, alter the exterior of the project?D Yes J.No
6.Does this revision add ANY new floor area(s)?0 Yes ZL No
7.Does this revision affect any fire related issues?El Yes SrNo
8.Is this a complete 4t?Ej Yes 151-No
,ESSignatur
1635 Faraday Avenue,rlsbad, CA 92008 En: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov
www.carlsbadca.gov
EsGil Corporation
In Partnership with government for Building Safety
DATE:8/31/16 0 APPLICANTIRIS.
JURISDICTION:City of Carlsbad GI PLAN REVIEWER
0 FILE
PLAN CHECK NO.:16-0799 PCR16-153 SET:II
PROJECT ADDRESS:1900 Aston Ave Suite 150
PROJECT NAME:Zimmer Biomet TI
ri The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
Fl 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.
ri 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:
X 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 contactedi-------Telephone #:
Date contacted:(by.)Email:
Mail Telephone Fax In erson
Fl REMARKS:Applicant to slip sheet A2.1 and S1.1 to the approved sets of plans.
By:Doug Moody Enclosures:
EsGil Corporation
LI GA El EJ CI MB 1:1 PC 8/25/16
9320 Chesapeake Drive, Suite 208 •San Diego, California 92123 •(858) 560-1468 •Fax (858) 560-1576
EsGil Corporation
In Partnership with governmentfor Building Safety
DATE:8/15/16 0 APPLICANT
JURIS.
JURISDICTION:City of Carlsbad CI PLAN REVIEWER
FILE
PLAN CHECK NO.:16-0799 PCR16-153 SET:I
PROJECT ADDRESS:1900 Aston Ave Suite 150
PROJECT NAME:Zimmer Biomet -TI
ri The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
ri 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.
r7 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.
X EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted:Mike Schulzki Telephone #: 760-929-4156
Date contacted:gi (byft))Email:7 "-icupr
Mail hone Fax In Person 1—et.•REMA T'(\fAj •
By:Doug Moody Enclosures:i21 01/114t-
EsGil Corporation -
GA 0 EJ MB El PC 8/8/16
9320 Chesapeake Drive, Suite 208 •San Diego, California 92123 •(858) 560-1468 •Fax (858) 560-1576
City of Carlsbad 16-0799 PCR16-153
8/15/16 PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.:16-0799 PCR16-153 JURISDICTION: City of Carlsbad
OCCUPANCY:A3 /B USE:Training/Office
TYPE OF CONSTRUCTION:VB ACTUAL AREA:14256
ALLOWABLE FLOOR AREA:STORIES:2
HEIGHT:
SPRINKLERS?:Yes OCCUPANT LOAD:299
REMARKS:
DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY
JURISDICTION:2/29/16 ESGIL CORPORATION:8/8/16
DATE INITIAL PLAN REVIEW PLAN REVIEWER: Doug Moody
COMPLETED:8/15/16
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the California version of
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 2013 CBC, which adopts the 2012 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 2012 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 16-0799 PCR16-153
8/15/16
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.Please provide structural plans for construction. Section 107.2.
2.Please provide architectural plans (sheet A2.1) clearly indicating the scope of
work as part of the revision.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list.If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes No
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation.Thank you.
City of Carlsbad 16-0799 PCR16-153
8/15/16
[DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION:City of Carlsbad PLAN CHECK NO.:16-0799 PCR16-
153
PREPARED BY: Doug Moody DATE:8/15/16
BUILDING ADDRESS:1900 Aston Ave Suite 150
BUILDING OCCUPANCY:A3/B
BUILDING AREA Valuation Reg.VALUE ($)
PORTION (Sq. Ft.)Multiplier Mod.
Revision
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg. Perna Fee by Ordinance v"•
Plan Check Fee by Ordinance 'V $161.25
Type of Review:E]Complete Review I Structural Only
lRepetitiye Fee Other
Repeats Hourly 1.5 Hrs.@*
EsGil Fee $86.00 $129.00,•
*Based on hourly rate
Comments:
Sheet 1 of 1
macvalue.doc +
•
STRUCTURAL
CALCULATIONS
Zimmer Biomet Tenant Improvement
Infill 2nd Floor Opening
Carlsbad, CA
Structural Calculations
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PRIME STRUCTURAL ENGINEERS
13272 Jacaranda Blossom Dr.
Valley Center, California 92082 1900 ASTON AV
Tel (760) 751 -3300
2121202400 PCR
CB160799 08-04-2016
PCR16153
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ENGINEERS so:3
NEW FJ @ 16"O.C.06/08/16
2K16 -90
(8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43)(8U
SPAN LENGTH =13.00 ft
(Simple Span)
UNIFORM LOADS (k/ft &ft)
wd wl X1 -X2
0.060 0.067 0.00 13.00
REACTIONS (k)
LOAD LEFT RIGHT
Dead 0.390 0.390
Live 0.434 0.434
Total 0.824 0.824
MAXIMUM FORCES
V max =0.824 k @ 0.00 ft •
M max =2.677 kft @ 6.50 ft
DEFLECTIONS (EI =kinA2)
LOAD Defl (in)X (ft)
Total 81420/EI 6.50
Live 42863/EI 6.50
Dead 38557/EI midspan
Pos.Moment Lu =1.00 ft
Brace Spacing =1.00 ft
Gov.Deflection :Total =L/240
Required EI =125262 kinA2
2 x 12 #2
Actual :1.5"x 11.25"
Douglas Fir -Larch (N)
STRESSES (psi)
Shear @ 'd':
V =0.70 k @ 12.06 ft
Fv =95 fv =63 66 %
Fb'=1242 fb =1015 82 %
Live LDF =1.00
DEFLECTIONS (in)(E =1700 ksi)
Total =0.27 =L /580 41'%
Live =0.14 =L /1101 33 %
Dead =0.13
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Au_iifik'STRUCTURAL DATE:06/16
ENGINEERS Siff:4
NEW FJ @ 16"O.C.(W/1-4:.(1.1T Le4k9 06/08/16
2K16 -90
(8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43)(8U
SPAN LENGTH =13.00 ft
(Simple Span)
UNIFORM LOADS (k/ft &ft)
wd wl X1 -X2
0.060 0.000 0.00 13.00
POINT LOADS (k &ft)
Pd P1 X
0.000 1.067 6.50
REACTIONS (k)
LOAD LEFT RIGHT
Dead 0.390 0.390
Live 0.534 0.534
Total 0.924 0.924
MAXIMUM FORCES
V max =0.924 k @ 0.00 ft
M max =4.735 kft 0 6.50 ft
DEFLECTIONS (EI =kin"2)
LOAD Defl (in)X (ft)
Total 122949/EI 6.50(Th Live 84391/EI 6.50
Dead 38557/EI midspan
Pos.Moment Lu =1.00 ft
Brace Spacing =1.00 ft
Gov.Deflection :Live =L/360RequiredEI=194749 kinA2
2 x 14 #1
Actual :1.5"x 13.25"
Douglas Fir -Larch (N)
STRESSES (psi)
Shear @ 'd'
V =0.86 k @ 1.10 ft
Fv =95 fv =65 68 %
Fb'=1483 fb =1295 87 %
Live LDF =1.00
DEFLECTIONS (in)(E =1800 ksi)
Total =0.23 =L /664 36 %
Live =0.16 =L /968 37 %
Dead =0.07
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2K16 -90
(8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43)(8U
SPAN LENGTH =18.33 ft
(Simple Span)
UNIFORM LOADS (k/ft &ft)
wd wl X1 -X2
0.427 0.445 0.00 18.33
REACTIONS (k)
LOAD LEFT RIGHT
Dead 3.913 3.913
Live 4.078 4.078
Total 7.992 7.992
MAXIMUM FORCES
V max =7.99 k @ 0.00 ft
M max =36.62 kft @ 9.16 ft
DEFLECTIONS (EI =kinA2)
LOAD Defl (in)X (ft)
Total 2214873/EI 9.16
Live 1130296/El 9.16
Dead 1084576/EI midspan
Pos.Moment Lu =1.00 ft
Brace Spacing =1.00 ft
Gov.Deflection :Total =L/240
Required I =83 inA4
W 14 x 22 Fy =36 ksi I/
STRESSES (ksi)
7v =14.40 fv =2.53 18 %
Fb =23.76 fb =15.15 64 %
DEFLECTIONS (in)
Total =0.38 =L /573 42 %
Live =0.20 =L /1123 32 %
Dead =0.19
rummum
J.JUD: cr‘
STRUCTURAL DATE:06/16
ENGINEERS SHT:7
EXIST.FB-2 06/08/16
2K16 -90
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(8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43)(8U
SPAN LENGTH =18.33 ft
(Simple Span)
UNIFORM LOADS (k/ft &ft)
wd wl X1 -X2
0.585 0.585 0.00 18.33
REACTIONS (k)
LOAD LEFT RIGHT
Dead 5.362 5.362
Live 5.362 5.362
Total 10.723 10.723
MAXIMUM FORCES
V max =10.72 k @ 0.00 ft
M max =49.14 kft @ 9.16 ft
DEFLECTIONS (EI =kin"2)
LOAD Den.(in)X (ft)
Total 2971790/EI 9.16
Live 1485895/EI 9.16
Dead 1485895/EI midspan
Pos.Moment Lu =1.00 ft
Brace Spacing =1.00 ft
Gov.Deflection :Total =L/240RequiredI=112 inA4
W 14 x 22 Fy =36 ksi //
STRESSES (ksi)
Fv =14.40 fv =3.39 24 %
Fb =23.76 fb =20.33 86 %
DEFLECTIONS (in)
Total =0.51 =L /427 56 %
Live =0.26 =L /854 42 %
Dead =0.26
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2K16 -90
8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43)(
SPAN LENGTH =29.00 ft
(Simple Span)
UNIFORM LOADS (k/ft &ft)
wd wl X1 -X2
0.095 0.062 0.00 29.00
POINT LOADS (k &ft)
Pd P1 X
5.160 5.340 11.00
3.710 3.840 24.00
REACTIONS (k)
LOAD LEFT RIGHT
Dead 5.220 6.405
Live 4.876 6.102
Total 10.095 12.508
MAXIMUM FORCES
V max =12.51 k @ 29.00 ft
M max =101.55 kft 0 11.00 ft
DEFLECTIONS (El =kin"'2)
LOAD Defi (in)X (ft)
Total 14272851/E1 14.30
Live 6974965/El 14.29
Dead 7296305/E1 midspan
Pos.Moment Lu =1.00 ft
Brace Spacing =1.00 ft
Gov.Deflection :Total =L/240RequiredI=339 inA4
W 18 x 35 Fy =36 ksi
STRESSES (ksi)
Fv =14.40 fv =2.36 16 %
Fb =23.76 fb =21.16 89 %
DEFLECTIONS (in)
Total =0.97 =L /361 67 %
Live =0.47 =L /738 49 %
Dead =0.49
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.k STRUCTURAL DATE:06/16
k.V1-;-_
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2K16-90
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(8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAM(s1p9v1s0b4148T (6.43)(8U
SPAN LENGTH =24.67 ft
(Simple Span)
'UNIFORM LOADS (k/ft &ft)
wd wl X1 -X2
0.738 0.509 0.00 24.67
POINT LOADS (k &ft)
Pd P1 X
5.160 3.760 6.67
3.710 2.710 19.67
REACTIONS (k)
LOAD LEFT RIGHT
Dead 13.621 13.455
Live 9.572 9.455
Total 23.193 22.910
MAXIMUM FORCES
V max =23.19 k @ 0.00 ft
M max =141.15 kft 11.45 ft
DEFLECTIONS (EI =kinA2)
LOAD Defl (in)X (ft)
Total 15917848/E/12.22
Live 6572271/EI 12.22
Dead 9344714/EI midspan
Pos.Moment Lu =1.00 ft
Brace Spacing =1.00 ft
W 18 x 40 Fy =36 ksi
STRESSES (ksi)
Fv =14.40 fv =4.11 29 %
Fb =23.76 fb =24.76 104 %<--
DEFLECTIONS (in)
Total =0.90 =L /330
Live =0.37 =L /799
Dead =0.53
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PRIME JOB: 2K16-90
Vik STRUCTURAL DATE:06/16BM.ENGINEERS SHT:12
r-
Th StRUCTURAL TUBE COLUMN DESIGN (2:2)
2 16 -90
E ISTING TS8X8X1/4
=1.00
U ITS =INCH -KIPS U.O.N
CIL.HTS Lx =13.50 FTS
C'L.HTS Ly =13.50 FTS
LDAD FROM FLOOR ABOVE =46.43KIPS
P1D,P1L,el =0.00 0.00 0.00
PPD,P2L,e2 =6.41 5.60 2.50
P:D,P3L,e3 =8.67 8.24 2.50
P!D,P4L,e4 =1.03 0.98 2.50
M =0.00 INCH -KIPS
M.=0.00 INCH -KIPS
F =46.00 KSI
C.=1.00
K ,Ky =1.00 1.00
Clx,Cmy =1.00 1.00
LOAD LOAD LOAD LOAD LOAD
CASE 1 CASE 2 CASE 3 CASE 4 CASE 5
PT=77.36 70.78 69.12 63.52 76.38
Mx=30.02 16.02 30.02 16.02 30.02
My=37.25 39.70 16.65 16.65 39.70
TS 8.0X 8.0X0.2500
WEIGHT=25.82
LO.D CASE =1
Fa =22.50
fa =10.19
Fbx =27.60
fbx =1.60
Fby =27.60
fby =1.98
lA =0.61 per AISC 1.6 -la
1B =0.50 per AISC 1.6 -lb
BASE PL =0.750 X 14.000 X14.000
PRIME JOB: 2K16-90
&STRUCTURAL DATE:06/16
,fflif-/AMA.ENGINEERS SET:13
S RUCTURAL TUBE COLUMN DESIGN (2.2)
2:16 -90
E.ISTING TSSX5
LIPF =1.00
UNITS =INCH -KIPS U.O.N
CoL.HTS Lx =13.50 FTS
CoL.HTS Ly =13.50 FTS
LoAD FROM FLOOR ABOVE =0.00KIPS
P D,P1L,el =0.00 0.00 0.00
P D,P2L,e2 =13.45 9.45 2.50
P.D,P3L,e3 =1.03 0.98 2.50
P.D,P4L,e4 =1.32 0.96 2.50
M'=0.00 INCH -KIPS
M =0.00 INCH -KIPS
F =46.00 KSI
Co =1.00
K ,Ky =1.00 1.00
C x,Cmy =1.00 1.00
LOAD LOAD LOAD LOAD LOAD
CASE 1 CASE 2 CASE 3 CASE 4 CASE 5
PT =27.19 16.78 26.21 16.76 26.23
Mx=57.25 33.63 57.25 33.63 57.25
My=0.68 1.72 3.13 3.13 1.72
TS 5.0X 5.0X0.1875
WEIGHT=11.97
LOAD CASE=1
Fa =17.55
fa =7.72
Fbx =30.36
fbx =10.68
Fby =27.60
fby =0.13
1A =0.99 per AISC 1.6 -la
1B =0.64 per AISC 1.6 -lb
BASE PL =0.500 X 11.000 X11.000
Li -6 CITr //o\JJ /JE2 To6“L (_5
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-
V101 Cs t
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
06-02-2016 Plan Check Revision Permit No:PCR16091
Building Inspection Request Line (760) 602-2725
Job Address:1900 ASTON AV CBAD St: 150
Permit Type:PCR Status:ISSUED
Parcel No:2121202400 Lot #:0 Applied:05/19/2016
Valuation:$0.00 Construction Type:5A Entered By:SLE
Reference #:CB160799 Plan Approved:06/02/2016
PC #:Issued:06/02/2016
Project Title:ZIMMER BIOMET: DEFERRED Inspect Area:
SUBMITTAL FOR RAISED FLOORING APPROX. 1,800 SF OFFICE AREA
Applicant:Owner:
JOHNSON AND JENNINGS GENERAL CONTRACTING P D G CARLSBAD 59 LTD
STE 180
6165 GREENWICH DR 1825 GILLESPIE WAY #102
SAN DIEGO CA 92122 EL CAJON CA 92020
858 623 1100
Plan Check Revision Fee $107.50
Fire Expedited Plan Review $0.00
Additional Fees $0.00
Total Fees:$107.50 Total Payments To Date:$107.50 Balance Due:$0.00
FINAL APPROVAL
Inspector:Date:Clearance:
NOTICE Please take NOTICE that approval of your project indudes the "Irrposition"d fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions."You have 90 days from the date this penrit was issued to protest in pubition of these fees/exactions.If you protest them, you must
fdlow the protest procedures set forth in Govemment rork-Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Munidpal CrriP 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 irrpcsition.
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, gracing or other similar application processing or service fees in connection with this project.NOR IX)ES ITAPFLY to any
fees/exactions of which vcu have previously been civen a NOTICE similar to this, or as to which the statute of limitations has previously otherwise mired.
-'111411 um
(
Sk.._City of PLAN CHECK REVISION Development Services
Building Division
APPLICATION 1635 Faraday AvenueCarlsbadB-15 760-602-2719
www.carlsbadca.gov
Plan Check Revision No.RR ILO —GI 1 Original Plan Check No.6.g a0 -?-1 q
Project Address /g 00 A-s7w A-V-&Date &--./q-15
Contact 1Z/7?(-k°gEle7C47C1 Ph g -ei --a3 -/!'D Fax
Email gC-717/fi Id fliqC4iki ANA A406-•Cari
Contact Address ,/G c bl E-Anact .b,2 ((g4E City S/17k.'4i;-106 Zip C7-2-44`)--
General Scope of Work A../c.•E7)10 i2 4.E--7
-..c.(13.14 (lift -
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
1.Elements revised:
RPlans ri Calculations 7 Soils ri Energy 7 Other
2.3.4.
Describe revisions in detail List page(s) where List revised sheets
each revision is that replace
shown existing sheets
PictM avid S`ir-ct Clutdi d-e it ((S-*-a hived ivEck/x)//____
f/oor st:ter/
5.Does this revision, in any way, after the exterior of the project?E Yes Etf<io
6.Does this revision add ANY new floor area(s)?r-
i Yes [No
7.Does this revision affect any fire related issues?ri Yes ErNo
8.Is this a complete set?E Yes,'SignatureVZ ---
1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov
www.carlsbadca.gov
EsGil Corporation
In Partnership with governmentfor Building Safety
DATE:5/31/16 APPLICANT
JURIS.
JURISDICTION:City of Carlsbad PLAN REVIEWER
FILE
PLAN CHECK NO.:16-0799 PCR16-91 SET:I
PROJECT ADDRESS:1900 Aston Ave Suite 150
PROJECT NAME:Zimmer Biomet —TI
X 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
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:)Email:
Mail Telephone Fax In Person
REMARKS:
By:Doug Moody Enclosures:
EsGil Corporation
GA EJ MB PC 5/23/16
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576
IL
City*of Carlsbad 16-0799 PCR16-91
5/31/16
EDO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION:City of Carlsbad PLAN CHECK NO.:16-0799 PCR16-
91
PREPARED BY: Doug Moody DATE:5/31/16
BUILDING ADDRESS:1900 Aston Ave Suite 150
BUILDING OCCUPANCY:A3/B
BUILDING AREA Valuation Reg.VALUE ($)
PORTION (Sq. Ft.)Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg. Permt Fee by Ordinance Iv
Plan Check Fee by Ordinance lir $107.50
Type of Review:I Complete Review 1 Structural Only
OtheriRepetitiveFeeRepeatsP1
Hourly 1 Hr.@*
EsGil Fee $86.00 $86.00
Based on hourly rate
Comments:
Sheet 1 of 1
macvalue.doc +
FEB-17-2010 13:59 PUGLIESE INTERIORS SYSTEM 9498371208 P.001/001
1 2
&BROWNE,
INC.
1:110M7Siagii1M/M3PECTOts
6262 FALLS ROAD /P.O. BOX 65309 /BALTIMORE, MD 21209-0309 /PHONE 410.825.4131 /FAX 410-321-7384 / Emailpandb0b0929art60.nat
•
OVERTURNING MOMENT TEST
•
Date:April 26, 2000
Base assembly type:Type 1 Steel,4"x4"x .083" Base plate, Resistance welded
Adhesive type:•Seal Bond 95
Sealer.No sealer ..
P&13 Lab Number:40.0248
The following test was performed in accordance with the "Recommended Test Procedures for Access Floors:
Section 6 Pedestal Overturning Moment Test" as published by the CISCA orgimiTzlion and as described
herein:
•
Five Tate base assemblies were secured to an unsealed concrete surface with a 1 part Seal Bond 95 pedestal
adhesive They were cured.for 8 days in ambient air.•
A horizontal load was applied by a calibrated force gauge against a moment arm above the concrete surface
of 12 in. to the top ofthe studjust below the pedestal head.The failure for the first, second, fourth and fifth
was due to the bond between the adhesive and the steel plate.The failure for the third was due to the weld of
the tube to the base.In all cases there was no bond failure between the adhesive and the concrete.The
results are noted below:
1.Horizontal Load 112.71bs. x Moment Arm 12 in. =1352 in. lbs.RECEIVED
2.Horizontal Load 11531bs.x Moment Arm 12 in.=1388 in lbs.
3.Horizontal Load 101.3 lbs.x Moment Ann 12 in. =1222 in. lbs.MAY 1 9 20164. Horizontal Load 117.4 lbs.x Moment Ann 12 in.=1409 in. lbs.
5.Horizontal Load 143.4 lbs_x Moment Arm 12 in.=.1721 in. lbs.CITY OF CARLSBAD
BUILDING DIVcSiON
Average =1418 in. lbs.
741
Thomas C. Simon, P.E., 4/26/00
Penniman &Browne, Inc paz 1LD
--ct
•
OP)I Lb MICLI
I ltd
adhesives sealants coatings SB 95 Technical Data Sheet
•
14851 Michael Lane, Spring Lake, MI 49456 616.850.0507 www.seal-bond.com
Access Flooring Pedestal Adhesive
SB 95 was designed as a one-component multi-purpose adhesive for interior applications or applications not
subject to UV light.SB 95 is used extensively for pedestal attachment (galvanized steel to concrete) in the
Access Flooring Market.This high performance adhesive provides superior adhesion and flexibility for
seismic zones.Load calculations using SB 95 may provide one or all of the following cost saving options;
the ability to use smaller pedestal bases, avoid the use of mechanical fasteners, the application of less
adhesive.
Overturning moment test values using the SB 95 and a variety of Epoxy Coating and Concrete Sealers now
available from Seal Bond have been performed by an independent test lab.Please consider the excellent
performance of MA-200 Epoxy Coating, MA-279 Concrete Densifier/Dust Reducer and other concrete
sealing products now available from Seal Bond.Field tests by contractors are recommended for the
verification ofadhesive and coating results at specific job sites.
Features and Benefits Physical Properties
•Solvent and isocyanate free, 100 % solids •Basic Material: Proprietary Polymer
•Non-silicone •Consistency: Paste
•Extremely low shrinkage •Color: Natural
•VOC's: 17 g/L•Fast curing -typically 7-14 days •Type: Elastomeric
•Permanently elastic in a broad temperature •Solvent: 0%
•Low odor •Isocyanate: 0%
•Primer-less adhesion to most surfaces •Specific Gravity: 1.6
•Non-flammable •Shelf Life:10 months in unopened
containers stored between 60° and 80°F.
Curing Condition Curing Depth (mm)
Relative 1 T 2 r 4 8 11 14 21 r-
Temperature Humidity Day Days !Days Days Days Days pay!.
-20 °C (-4° F)0.8 1.0 1.2 1.8 2.2 2.3 2.8
I -10° C (14°F )L -0.5 0.6 1.1 2.0 2.3 2.7 2.9
50%2.2 3.8 i 4.3 4.6 5.5 6.5 7.7
5 °C (41° F)
70°%
1.6 2.4 3.8 5.3 6.1 7.2 8.9
23° C (73.4 °F)50 3.4 J 4.5 i 5.3 i 6.1 I 8.2 9.5 11.1
<
0%2.4 4.0 I 5.5 7.5 8.7 9.9 11.2
40° C (104° F)
D75.8 9.2 13.0 19.0 21.8 27.0 33.0
otatd„t„.6Approximate Performance Properties
Shear Strength 200 psi (7 day ambient cure)ASTM D-1002
MAY 1 9 2.016Tensile Strength 160 psi (7 day ambient cure)ASTM D-412
Elongation at Break 175% (7 day ambient cure)ASTM D-412
Hardness Shore A 45 (14 day ambient cure)ASTM C-661 ciTy Or (P LS BAD
Slump (Sag)Zero Slump ASTM C-639 t .01N•r*/1311-N
Flame Spread/Smoke 0 Flame/ 0 Smoke ASTM E-84-00A
Stain Testing No staining
Low Temperature Flex -20°-PASS-
Service Temperature -40° to 200°F,temporarily resistant to 390°
Disclaimer: The information we provide is accurate to the best of our knowledge, and we do not assume (1)
any liability as to its accuracy or completeness. We do not guarantee that any hazards that we may mention
are the only hazards that exist. User is responsible to determine the suitability of this product for users
intended application. User is responsible for determining that he can meet at applicable health and safety
standards aria regulations. We have no control over transportation, storage, handling and use of product W)and will not be liable for any damages resulting from their use.ISO9001-2000
Revised:10/09/09
Cf3 I Ci
.11a
ISO100112000 Format A
Material Safety Data Sheet
Updated 11/2/09 BJZ
Supercedes 12/22/08
Section I.Chemical Product and Company Identification
Product name: SB-95 Seal Bond
Adhesive 14851 Michael Lane
(AU Colors)Spring Lake,MI 49456
PH:616-850-0507
CAS Number:None (mixture)800-252-4144
Plant Hours 8:00 a.m. to 5:00 p.m.
Emergency Phone Number:
Chemtrec (800) 424-9300
Outside USA (703) 527-3887
Section 2. Composition, Information on Ingredients
No hazardous materials present as defined by OSHA-29 CFR 1910.1000; EPA-40 CFR 260-281,
302,355, 370; DOT-49 CFR 172; WHMIS or EC Directive 91/155/EEC.
Section 3. Hazards Identification
EMERGENCY OVERVIEW:
Mild liquid, prolonged contact may cause skin & eye irritation.Ingestion may cause gastric distress.Inhalation of
vapors or mists may cause irritation to respiratory tract.Hazardous symbols for this product —Xi.Risk Phrases —
R36/37138
PRIMARY ROUTE(S) OF ENTRY:
Skin and eye contact
HEALTH HAZARDS:
Acute:
EYES:Can cause eye irritation.Symptoms include stinging, tearing, redness, and swelling of eyes.
SKIN:Can cause skin irritation.Symptoms may include redness and burning of skin.
RECEIVEEDChronic:
No adverse effects anticipated
1Medical Conditions Aggravated by Exposure:MAY 9 2016
Preexisting skin and eye disorders may be aggravated by exposure to this praiirfl OF CA LSBAD
BUR.DiNG DIVISION
R
Carcinogenicity:
NTP NO OSHA NO IARC NO NTP NO
MSDS SB95 page
ab W 0 -1q
momml1101110111•11110 .1011.0.001•11M1
•
•
(fin;)I SO90011:2000 Format A
Section 4.First Aid Measures
Eye Contact Check for and remove contact lenses. Immediately flush eyes with running water for at least
15 minutes, keeping eyelids open. Seek immediate medical attention if irritation develops.
Skin Contact Wash affected areas with large amounts of running water, and soap if available, for
minutes.Remove contaminated clothing and shoes.Wash clothing and
decontaminate shoes before reuse.Get medical attention if irritation develops and
persists.
Inhalation Remove patient from exposure, keep warm and at rest. Obtain immediate medical attention.
Treatment is symptomatic for primary irritation or bronchospasm. If breathing is labored,
oxygen should be given by administered by qualified personnel. Apply artificial respiration if
breathing has ceased or shows signs of failing.
Ingestion Give two glasses of water for dilution. DO NOT induce vomiting. Never give anything by
mouth to an unconscious person.Obtain immediate medical attention.
Notes to Physician Symptomatic and supportive therapy as needed.
Section 5.Fire Fighting Measures
Flash Point >450 ° F. (>232.2° C) TCC
General Hazards Product will support combustion. Products of combustion include
Compounds of carbon, hydrogen, chorine, oxygen, including carbon
monoxide.
Extinguishing Media Small fires:foam, CO2 or dry chemical. Large fires: use water
spray or foam.
Special Fire Fighting Procedures:Wear NIOSH approved positive-pressure self-contained
breathing apparatus.
Special Remarks on Fire Hazards :This product is not considered flammable:Reaction with water
Releases trace amounts of methanol.
Soadon 6.Accidental Release Measures
Collect material into a container approved for waste disposal.Minor spills may be collected with absorbent material and
disposed of properly.
This material would not be considered a hazardous waste by RCRA criteria.Follow local regulations for disposal
compliance.
Section 7.Handling and Storage
Handling Wear appropriate protective equipment (See Section 8).Avoid contact with eyes
skin, and clothes.Avoid breathing vapors.
Storage Keep containers tightly closed.Store in cool, dry area available from
Incompatible materials.Keep this and other chemicals out of the reach of children.
Section 8.Exposure Controls, Personal Protection
PERSONAL PROTECTION:
Respirator:None required while threshold limits are kept below maximum allowable concentrations; if
MSDS SB95 Page 2 of 5
1.1111111111111111111111111
ISO9001:2000 Format A
TWA exceeds standard workplace limits,NIOSH approved respirator must be worn. Refer
to 29 CFR 1910.134, ANSI Z88.2, or European Standard EN149 for complete regulations.
Eye Protection:Chemical splash goggles. Refer to 29 CFR 1910.1334, ANSI Z87.1.2, or European
Standard EN166 for complete regulations.
Gloves:Use Neoprene, butyl or nitrile gloves with cuffs.
Clothing:Wear clothing that will protect the skin from exposure to this product.
Other:Provide Eye Wash station
Section 9.Physical and Chemical Properties
State:Paste PH:NA
Odor:Mild Vapor Density:Not Determined
Melting Point °F.Not Determined Reactivity in Water:Incompatible
Boiling Point Not Determined Specific Gravity:1.3 to 1.7
Color:Various Colors Water Solubility:Slightly Soluble
Section 10.Stabfifty and Reactivity
Reactivity:Stable
Conditions of Instability:Avoid high temperatures (greater than 150° F.)
Hazardous Decomposition Decomposition will not occur if handled and stored properly.In case of a fire,Products oxides of carbon, hydrocarbons, fumes or vapors, and smoke may be produced.
Hazardous Polymerization Hazardous polymerization may occur with excess of aliphatic amine curing agent
Incompatibilities:Avoid contact with acids and oxidizers.
Section It.Toxicological in formation
No hazardous materials present as defined by OSHA-29 CFR 1910.1000; EPA-40 CFR 260-281, 302,355,
370; DOT-49 CFR 172; WHMIS or EC Directive 91/155/EEC.
Section 12.Ecological information
FOR PRODUCT:No data are available on the adverse effects of this material on the environment.Neither
COD or BOD data are available.Based on the chemical composition of this product it is assumed that the mixture can
be treated in an acclimatized biological waste treatment plant system in limited quantities.However, such treatment
should be evaluated and approved for each specific biological system. None of the ingredients in this mixture are
classified as a Marine Pollutant.
Section 13.Disposal Considerations
Waste Information:Not regulated by RCRA.Observe all applicable federal, state, and local
regulations.Refer to 40 CFR 260-299 for complete waste disposal regulations.
Section 14.Transport information
Proper Shipping Name:Non-hazardous for Transport
DOT Classification:Not regulated
TDG Classification:Not regulated.
IMO/IMDG Classification Not regulated.
MSDS SB95 Page 3 of 5
••
ISO9001:2000 Format A
ICAO/IATA Classification Not regulated.
Note: Transportation information provided is for reference only. Customer is urged to consult 49 CFR 100-177, IMOG,
IATA, EC, United Nations TDG, and WHMIS (Canada) TDG information manuals for detailed regulations and
exceptions covering specific container sizes, packaging materials and methods of shipping.
Section 15.Regulatory Information
U.S. Federal Regulations:
OSHA HAZARDOUS COMMUNICATION STANDARD (29 CFR 1910.1200):
Non Hazardous
TSCA 8(b) inventory:
All Ingredients Listed or are exempt from listing because a Low Volume Exemption has been
granted in accordance with 40 CFR 723.50
CERCLA (Comprehensive Environmental Response, Compensation and Liability Act):
None
SARA Title III:
Section 311/312:None
Section 302/304:This product does not contain any chemicals currently on the
Extremely Hazardous Substance list.
Section 313:This product does not contain any chemicals currently
on the Toxic Chemical List.
State Regulations:
California Proposition 65:This product contains no levels of listed substances known
to the state of California to cause cancer, birth defects, or
other reproductive harm.
Other states:N/A
CPR (Canadian Controlled Products Regulations)
This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations and the
MSDS contains all the information required by the Controlled Products Regulations.WHMIS Classification: D2B-Eye
irritation; D2B-Skin Sensitization.
IDL (Canadian Ingredient Disclosure List)
Components of this product indentified by CAS number and listed on the Canadian Ingredient Disclosure List are shown
in Section 3.
DSL/NDSL (Canadian Domestic Substances List/Non-Domestic Substances List)
Components of this product identified by CAS number are listed on the DSL or NDSL, or are otherwise in compliance
with the New Substances Notification (NSN) regulations.Only ingredients classified as "hazardous" are listed in
Section 3 unless otherwise indicated.
EINECS (European Inventory of Existing Commercial Chemical Substances)
Components of this product identified by CAS numbers are on the European Inventory of Existing Commercial
Chemical Substances.
WGK Water Quality Index:2 VbK Index:A III
MSDS SB95 Page 4 of 5
vorrommarinim
V"'
ISO900412000 Format A
Section 16.Other information
Risk Phrases:
R36/37/38 Irritating to eyes, respiratory system and skin
Safety Phrases
S2 Keep out of the reach of children
S24/25 Avoid contact with skin and eyes
Specific toxicity tests have not been conducted on this product.Our hazard evaluation is based on
information from similar products, the ingredients, technical literature, and/or professional
experience.
HMIS HAZARD RATINGS
Health:1 FLAMMABILITY:1 PHYSICAL HAZARD:0
*=Chronic Health Hazard 0=Insignificant 1 =Slight 2=Moderate 3=High 4=Extreme
Personal Protective Equipment C Safety Glasses, Gloves, Apron
Notice to Reader
While the information and recommendations in this publication are to the best of our knowledge, information and belief
accurate at the dote of publication, NOTHING HEREIN IS TO BE CONSTRUED AS A WARRANTY, EXPRESS OR
OTHER WISE.
IN ALL CASES, IT IS THE RESPONSIBILITY OF THE USER TO DETERMINE THE APPLICABILITY OF SUCH
INFORMATION AND RECOMMENDATIONS AND THE SUITABILITY OF ANY PRODUCT FOR ITS OWN
PARTICULAR PURPOSE.
THE PRODUCT MAY PRESENT HAZARDS AND SHOULD BE USED WITH CAUTION. WHILE CERTAIN
HAZARDS ARE DESCRIBED IN THIS PUBLICATION, NO GAURANTEE IS MADE THAT THESE ARE THE ONLY
HAZARDS THAT EXIST.
Hazards, toxicity, and behavior of the products may differ when used with other materials and are dependent upon the
manufacturing circumstances or other processes. Such hazards, toxicity and behavior should be determined by the
user and made known to handlers, processors and end users.
MSDS SB95 Page 5 of 5
6 -(cf -IL°ournsix +0 E I v\f/C_J 4 o -ici qb-
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