HomeMy WebLinkAbout2875 LOKER AV EAST; ; CB091778; Permit02-24-2010
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Permit Permit No: CB091778
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
Project Title:
2875 LOKER AV EAST CBAD
Tl Sub Type:
2090831000 Lot#:
$31,500.00 Construction Type:
Reference #:
SAFETY SYRINGES-INSTALL
STORAGE RACKS
COMM
0
NEW
Applicant:
SOUTHWEST MATERIAL HANDLING
3725 NOBLE CT
MIRALOMA, CA 91752
951-727-0477
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
Plan Check*:
Owner:
TECHBILT CONSTRUCTION CORP
P 0 BOX 80036
SAN DIEGO CA 92138
ISSUED
10/23/2009
KG
02/24/2010
02/24/2010
Building Permit $300.30 Meter Size
Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00
Plan Check $195.20 Meter Fee $0.00
Add'l Plan Check Fee $0.00 SDCWA Fee $0.00
Plan Check Discount $0.00 CFD Payoff Fee $0.00
Strong Motion Fee $6.62 PFF (3105540) $0.00
Park Fee $0.00 PFF (4305540) $0.00
LFM Fee $0.00 Ucense Tax (3104193) $0.00
Bridge Fee $0.00 License Tax (4304193) $0.00
BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00
BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00
Renewal Fee $0.00 PLUMBING TOTAL $0.00
Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $0.00
Other Building Fee $0.00 MECHANICAL TOTAL $0.00
Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00
Meter Size Sewer Fee $0.00
Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00
Reel, Water Con. Fee $0.00 Additional Fees $0.00
Green Bldg Stands (SB1473) Fee $1.00 HMP Fee ??
TOTAL PERMIT FEES $503.12
Total Fees: $503.12 Total Payments To Date: $503.12 Balance Qua. $0.00
Inspector:
FINAL APPROVAL
W^//i£> • Date Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Innposition" of fees, dedications, resen/ations, or other exactions hereafter collectively
refenred 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 Govemment Code Section 66020(a), and file the protest and any other required infomiation with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure fo timely follow that procedure will bar any subsequent legal action fo attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your rigtit 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/exadions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenvise expired.
^ CITY OF
CARLSBAD
Building Permit Appiication
1635 Faraday Ave., Carlsbad, CA 92008
760-602-2717/2718/2719
Fax 760-602-8558
www.carlsbadca.gov
Plan Check No
Est.Value3//SDQ
m.:>o Plan Ck. Deposit
Date
JOB ADDRESS 2875 Loker Ave Carlsbad, Ca. 92010 suirE*/sPACE*/UNrr*
' 'r\rr. RR CT/PR0JECT# # BATHROOMS TENArfT BUSINESS NAME
Safety Syringes
CONSTR. TYPE ' 'OCC. GROUP
DESCRIPTION OF WORK: /nc/ude Square Feet of Affected Area(s;
Storage Racks
1,044 Sq.Ft.
EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE
YESn# N0| I
AIR CONDITIONING
YES I I NO I I
RRE SPRINKLERS
YES I |NO| I
CONTACTNAME (HDHfeientFomApplicant) Adan Ramirez APPLICANT NAME Adan Ramirez
ADDRESS 3725 Nobel Court ADDRESS 3725 Nobel Court
CITY Mira Loma STATE Ca. ZIP
91752
CITY Mira Loma STATE Ca. ZIP
91752
PHONE
951-727-0477
FAX
951-727-0444
PHONE
951-727-0477
FAX
951-727-0444
EMAIL adanr@8wmhlnc.com EMAIL adanr@8wmhlnc.com
PROPERTY OWNER NAME Safety Syringes CONTRACTOR BUS. NAME Southwest Material Handling Inc.
ADDRESS
2875 Loker Ave Carisbad, Ca. 92010
ADDRESS 3725 Nobel Court
CITY Carisbad STATE Ca. ZIP
92010
CITY Mira Loma STATE Ca. ZIP 91752
PHONE
760-918-9908
FAX
760.918-0565
PHONE 981.727-0477 FAX
951-727.0444
EMAIL EMAIL •dinnSiwmhlnc.com
:iiM^s. Lic.# T" ARCH/DESIGNER NAME & ADDRESS
712327 C61
civil penalty of not more than five hundred dollars ($500]).
WORKERS COMPENSATION
Workers' Compensation Declaration: / /lereby affim? under penalty of perjury one of the folbwing declarations:
I 11 have and will maintain a certificate of consent to self-Insure for worlters' compensation as provided by Section 3700 of the Labor Code, for the performance of the worit for which this pemiit is issued.
•£J I have and will maintain workers' compensatian, as reguired by Section 3700 of the Labor Code, for the performance of the woht for which this permit is issued. My worlteis' compensation insurance carrier and policy
number are: Insurance Co DMIW frtOtBon lm, lv«i. Policy No. UmWWM Expiration Date t\mm
piis section need not be completed if the permit is for one hundred dollars ($100) or less.
I I Certificata of Exemption: I certify that in the perfonnance of the worit 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
Califomia. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to ons hundred thousand dollars (&100,000), In
addition to ths cost of compensation, damages as grpvlded for in Jpction ajM'of the Labor code, interest and attomey's fees.
JS^ CONTRAaOR SIGNATURE DATE
OWNER-BUILDER DECLARATION
/ hereby aflfnn that 1 am exempf from Contractor's Ucense Law for the foliowing reason:
I I I, as owner of the property or my employees with wages as their sole compensation, will do the worit and the stmcture is not intended or offered for sale (Sec. 7044, Business and Piofesslons Code: The Contractor's
License Law does not apply to an owner of property who builds or improves thereon, and who does such worit 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).
I I I, as owner of the property, am exclusively contracting with licensed contractors to constnict 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).
I [ I am exempt under Section Business and Professions Code for this reason:
1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement QYes I iNo
2.1 (have / have not) signed an application for a building pennit for the proposed worit.
3.1 have contracted with the following person (firm) to provide the proposed construction (Include name address / phone / contractors' license number):
4.1 plan to provide portions of the worit, but I have hired the following person to coonlinate, supenrlse and provide the major worit (include name / address / phone / contractors' license number):
5.1 will provide some of the worit, but I have contracted (hired) the following persons to provide the worit indicated (include name / addross / phone / type of worit):
>£rPROPERTY OWNER SIGNATURE DATE
COMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILDING PERMITS ONLY
Is the applicant or future building occupant required to submit a business pign, acutely hazanlous materials registration form or risit management and prevention program under Sections 25505,25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act? HZlYes I / iNo
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air Quality management district? I lYes [/! No
Is the facility to be constnjcted within 1,000 feet of the outer boundary of a school site? I lYes [71 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 constmction lending agency fbr the perfonnance of the work this pemiit is issued (Sec. 3097 (i) Civil Code).
Lender's Name Lender's Address
APPLICANT CERTIFICATION
I ceitllyttKit I have read the appncaflon and state that the above Infomiation Is conect and that the Infonn^^
I hereby authorize representative of the Qty of Carisbad to enter upon the above mentioned property fbr ins I ALSO AGREE TO SAVE, INDEMNIFY AND l€EP HARMLESS THE CITY OF CARLSBAD
AGAINST ALL UABIUTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA pemiit is required fbr excavations over S'C deep and demolition or constnjction of stiuctures over 3 stories in height
EXPIRATION: Every pennit issued by the Building Official under the piovlslons of this Code shall expire by limitation and become null and void if the building or worit authorized by such pennit is not commenced within
180 days from the date of such pemiit or if the building or worit authorized by such pemiit is suspended or abandoned at any time after the worit is commenoed fbr a period of 180 days (Seclion 106.4.4 Unifbmi Building Code).
/fiTAPPLICANT'S SIGNATURE DATE
City of Carlsbad Bldg Inspection Request
For: 03/11/2010
Permit* CB091778
Title: SAFETY SYRINGES-INSTALL
Description: STORAGE RACKS
Inspector Assignment:
2875 LOKER AV EAST
Lot: 0
Type:TI SubType: COMM
Job Address:
Suite:
Location:
OWNER TECHBILT CONSTRUCTION CORP
Owner: TECHBILT CONSTRUCTION CORP
Remarks: RACK INSPECTION
Phone: 7608227847
Inspector:
Total Time: Requested By: TOM BROOKS
Entered By: CHRISTINE
CD Description Act Comments
14 Frame/Steel/Boltlng/Welding
^ i
Comments/Notices/Holds
Date
Associated PCRs/CVs Original PC#
CV020364 CLOSED EXPIRED BIZ LICENSE; EXCELSUS TECHNOLOGIES
PCR05205 ISSUED SPEC SUrFE-DEFFERED STAIRS; SUBIYIITTAL
PCR06177 ISSUED SAFETY SYRINGES REVISIONS ; TO EQUIPlVlENT PLAN
PCR07146 ISSUED SAFETY SYRINGES- ADD 2,916 SF; TO MANUFACTURING AREA FROM WAREHOUS
Inspection History
Description Act Insp Comnfients
EsGil Corporation
In (PartnersHip witH government for ^uiCding Safety
DATE: 11/20/09 • APPI ICANT
(IJJURIS^
JURISDICTION: City of Carlsbad • PLAN REVIEWER
• FILE
PLAN CHECK NO.: 091778 SET: II
PROJECT ADDRESS: 2875 Loker Ave
PROJECT NAME: Storage Racks for Safety Syrings
I I The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
XI 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.
I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a compiete recheck.
I I The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
I I The applicant's copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
I I Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: ^rAAJ^^- )
Mail Telephoiw^l/Fax In Person
^ REMARKS: City to field verify that the path of travel from the handicapped parking space to
the rack area and the bathrooms serving the rack area comply with all the current disabled
access requirements. 2. Fire Department approval is required.
By: David Yao Enclosures:
EsGil Corporation
• GA • EJ • PC 11717
9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576
EsGil Corporation
In VartnersAip witH government for (BuiCtCing Safety
DATE: 11/3/09 •AEHJqANT
JURISDICTION: City of Carlsbad OPD^EVIEWER
• FILE
PLAN CHECK NO.: 091778 SET: I
PROJECT ADDRESS: 2875 Loker Ave
PROJECT NAME: Storage Racks for Safety Syrings
I I The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
I I The plans transmitted herewith have significant deficiencies Identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
^ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Adan Ramirez 3725 Nobel Court Mira Loma, CA 91752
I I Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Adan Ramirez Telephone #: 951-727-0477
Date contacted: /»Ivlo^ (by: 1^ ) Fax #: 951-727-0444
Mails.^ Telephone Fax In Person
• REMARKS:
By: David Yao Enclosures:
EsGil Corporation
• GA • EJ • PC 10/27
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576
City of Carlsbad 091778
11/3/09
GENERAL PLAN CORRECTION LIST
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 091778
PROJECT ADDRESS: 2875 Loker Ave
DATE PLAN RECEIVED BY DATE REVIEW COMPLETED:
ESGIL CORPORATION: 10/27 11/3/09
REVIEWED BY: David Yao
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the International Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state
laws regulating energy conservation, noise attenuation and disabled access. 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
or other departments.
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. The approval of
the plans does not permit the violation of any state, county or city law.
• To facilitate rechecking, please Identify, next to each Item, the sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans.
• 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 on the plans. Have changes been made not resulting from this list?
• Yes • No
City of Carlsbad 091778
11/3/09
Please make all con-ections, as requested In the conrection list. Submit three new complete sets
of plans for commercial/industrial projects (two sets of plans for residential projects). For
expeditious processing, con-ected 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. City to field verify that the path of travel from the handicapped parking space to the rack
area and the bathroom serving the rack area comply with all the current disabled access
requirements . Title 24, Part 2.
2. Obtain Fire Department approval.
3. Page 4.1 of the calculation shows the Lu for beam C3x3.5 is 42 inches. Why Lu is not 56
inches? Please clarify.
4. Recheck all connections on sheet 1 as follows:
a) The rivet bearing capacity is only dtFu = 0.406(0.0747)65 = 2 kips.
b) Provide calculations for all beam to bracket weld capacities per Section 2330
(allowable weld stress is the member thickness times 26 ksi times 1.33, or the
weld stress, whichever is lower).
c) Check the bracket maximum weak axis moment.
5. Provide calculations for the column weak axis bending plus axial for transverse seismic
loading. The axial load is the maximum compression load at the base from vertical plus
seismic overturning. The column moment will probably be maximum for the lateral load
from the base plate to the first diagonal brace (not only to the first horizontal member).
6. 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 David Yao at Esgil Corporation. Thank you.
City of Carlsbad 091778
11/3/09
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 091778
PREPARED BY: David Yao DATE: 11/3/09
BUILDING ADDRESS: 2875 Loker Ave
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
storage Racks per city 31,500
-
Air Conditioning
Fire Sprinklers
TOTAL VALUE 31,500
Jurisdiction Code cb By Ordinance
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review:
I I Repetitive Fee
Repeats
• Complete Review
• Other
j—j Hourly
EsGil Fee
• Structural Only
Nr. @ *
$300.30
$195.20
$168.17
Comments:
Sheet 1 of 1
macvalue.doc +
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB091778 DATE 10/23/09
ADDRESS 2875 LOKER AV EAST
RESIDENTIAL ADDITION- POOL/SPA
MINOR (<17,000.00)
TENANT IMPROVEMENT
RETAINING WALL
COMPLETE OFFICE BUILDING
VILLAGE FAIRE
OTHER STORAGE RACKS INSIDE OF THE BUILDING
PLANNER GINA JUJIZ/ DATE 10/26/09
ENGINEER DATE
H:\ABIIIIN\C0UNTER/FLANNING/ENGINEEII1NG APPROVALS
STORM WATER Development Services
^ CITY OF
CARLSBAD
COMPLIANCE Building Department
^ CITY OF
CARLSBAD EXEMPTION
B-24
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
I am applying to th^City of Carlsbad for the following type(s) of construction permit:
•^Building Permit • Right-of-Way Permit
My project is categorically EXEMPT from
the requirement to prepare a storm water
pollution prevention plan (SWPPP) because it
only requires issuance of one or more of the
following permit types:
Electrical
Fire Additional
Fire Alarm
Fixed Systems
Mechanical
Mobile Home
Plumbing
Patio/Deck
Re-Roofing
Sign
Spa-Factory
Sprinkler
Water Discharge
Project Storm Water Threat Assessment Criteria*
No Threat Assessment Criteria
• My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because
it meets the "no threat' assessment criteria on the City's Project Threat Assessment Worioheet for Detemiination of Constmction SWPPP Tier
Level. My project does not meet any of the High, Moderate or Low Threat criteria described below.
TIerl - Low Threat Assessment Criteria
• My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt pemiit type (See list above) and the project
meets one or more of the following criteria:
• Results in some soil disturbance; and/or
• Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste
stockpiling).
Tier 2 • Moderate Threat Assessment Criteria
• My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria:
• Project requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 ofthe Carisbad Municipal Code); or,
• Project will result in 2,500 square feet or more of soils disturbance including any associated constmction staging, stockpiling, pavement
removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria:
• Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or
• Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or
• Disturbed area is located along or within 30 feet of a stomn drain inlet, an open drainage channel or watercourse, and/or
• Construction will be initiated during the rainy season or will extend Into the rainy season (Oct. 1 through April 30).
Tier 3 - Significant Threat Assessment Criteria
• My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any
associated constmction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or
• My project is part of a phased development plan that will cumulatively result In soil disturbance totaling one or more acres including any
associated constmction staging, equipment storage, refueling and maintenance areas: or,
• My project is located Inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant
potential for contributing pollutants to neartjy receiving waters by way of storm water mnoff or non-stomi water clischarge(s).
/ certify to the best of my knowledge that the above
checked statements are true and correct I understand
and adtnowledge that even though this project does
not require preparation of a construction SWPP, I must
still adhere to, and at all times during construction
activities for the pennit type{s) check above comply
with tiie storm water best management practices
pursuant to Title 15 of ttie Carlsbad municipal Code
and to Citv Standards.
"The City Engineer may authorize minor variances from the Storni
Water Threat Assessment Criteria in special circumstances where it
can be shown that a lesser or higher Osnstnaction SWPPP Tier Level is
warranted.
B-24 Page 1 of 1 Rev.03/09
Carlsbad Fire Department
Plan Review Requirements Category: TI, COMM
Date of Report: 11 -17-2009 Reviewed by:
Name: SOUTHWEST MATERIAL HANDLING
Address:
3725 NOBLE CT
MIRA LOMA, CA
91752
Pennit #:CB091778
Job Name: SAFETY SYRINGES-INSTALL
Job Address: 2875 LOKER AV EAST CBAD
SJ I^G. DEPT COPY
\^j0lggt0KtE The item you have submitted for review is incomplete. At this time, this office cannot
adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review
carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded",
to this office for review and approval.
Conditions;
Cond: CON0003748
[NOT MET]
1. Provide technical report for high pile storage - please see attached Ust of accepted third
party consultants.
Entry: 11/17/2009 By: cwong
Carlsbad Fire Department
Plan Review Requirements Category: TI, COMM
Date of Report: 02-22-2010 Reviewed by: ^AAjif^<~\
Name: SOUTHWEST MATERIAL HANDLING
Address:
3725 NOBLE CT
MIRA LOMA, CA
Permit #:CB091778 ^CQpV
Job Name: SAFETY SYRINGES-INSTALL
Job Address: 2875 LOKER AV EAST CBAD
INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot
adequately conduct a roviow to dotomiino-^eB^iliajacfijiafei^t apyliLabteTDdes and/or standards. Please review
carefully all comments attached^PlsiWc lUkubnul the neceuuai^ piallL andiiui:^ecifications, with changes "clouded",
to this office for review and Jl^proval.
Conditions;
Cond: CON0003748
[NOT MET]
1. Provide technical report for high pile storage - please see attached list of accepted third
party consultants.
Cond: CON0003877
[MET]
*** EM lighting and exiting to evaluated in the field****
**APPROVED:
THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A
BUILDING PERMIT.
THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT
NOTATIONS,
CONDITIONS IN CORRESPONDENCE AND COMPLL\NCE WITH ALL APPLICABLE CODES AND
REGULATIONS.
THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW.
Entry: 02/19/2010 By: cwong Action: AP
Cond: CON0003879
[MET] .
**APPROVED:
THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A
BUILDING PERMIT.
THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT
NOTATIONS,
CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND
REGULATIONS.
THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW.
Entry: 02/22/2010 By: cwong Action: AP
Structural
Vj^oncepts
ngineenng
172S S. Douglass RD, Ste B Anaheim, CA 92806 Td: 714.456.0056 Fax: 714.456.0066
Iht^ect: SAFETY SYRINGES 2S75 LOKER AVE. E.
Project #: 3-O92809-1 CARLSBAD, CA. 92008
Date: 11/07/09 Project #: PC#091778
Plan Review Responses
CORRECTIONS:
1. UNDEf^STOOD, CTTY TO RELD VERIFY PATH OF TRAVB. FROM HANDICAPPH) PARKING SPACE TO THE RACK AREA
AND THE BATHROOM SERVING THE RACK AREA TO CONRRM AREA COMPLIES WITH ALL DISABLED REQUIREMENTS.
2. RRE DEPARTMENT APPROVAL TO BE OBTAINED PRIOR TO ISSUANCE OF PERMIT BY CLIENT.
3. PLEASE SEE RB/ISED CALCUUTIONS WHERETHELU (UNSUPPOfSTED LENGTH) HAS BEBi REVISED TO 56" AS
REQUIRED. NOTE BEAM IS STILL MORE THAN ADEQUATE IN SUSTAINING THE IMP0SB5 LOADS.
4. PLEASE SEE REVISED CONNECnON ANALYSIS PAGE 9 WHERE ALL REQUIREMENTS HAVE BEEN MET AND REVISED
AS REQUIRED.
5. PLEASE SEE REVISED CALCULAHONS PAGE 7.2 WHB^E COLUMN HAS BEEN CHECKED FOR WEAK AXIS BENDING
PLUS AXIAL FOR TRANSVERSE SEISMIC LOADING AS REQUIRHJ. NOTE COLUMN IS STILL MORE THAN ADEQUATE IN
SUSTAINING THE IMPOSED LOADS.
PLEASE FEEL FREE TO CALL WITH ANY QUESHONS YOU MAY HAVE RHSARDING THE ABOVE MATTERS.
SINCERELY,
BOB SHARIFI
tojctural
oncepts
ngineering
1200 N. JEFFERSON, Suite F
^^aheim, CA 92807
Tel: 714.632.7330 Fax: 714.632.7763
e-mail: niail@sceinc.net
Project Name : SAFETY SYRINGES
Project Number: J-092809-1
Date: 11/07/09
Street Address : 2875 LOKER AVE. EAST
City/State : CARLSBAD, CA. 92008
Scope of Work : STORAGE RACKS NOV 1 0 2009
CSP^I? IP
Structural
concepts
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC.
TABLE OF CONTENTS
Project #: J-092809-1
TlHe Page 1
Table of Contents 2
Design Data and Definition of Componerrts 3
Critical Configuration 4
Seismic Loads 5 to 6
Column 7
Beam and Connechar 8 to 9
Bracing 10
Anctiors 11
Base Plate 12
Slab on Grade 13
Ottier Configurations 14 to 1 ^
SAFETY SYRINGES-TYPE B PALI^ FLOW INT. Page Z of \0 9/30/2009
Itructural
O oncepts
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC. Projects J4)92809-1
Design Data
1) The analyses confornis to the requirements erf the 2)07 CBC and the 2002 Rack Manufecturers InsBtute Sepedfications for
Steel Storage Racks (RMI) ar>d Jhe ASCE 7-05, section 15.5.3
2) Transverse braced frame steel conforms to ASTM AS70, Gr.55, with minimum strength, FV=55 ksi
Longitudinal frame beam and connectior steel confiarms to ASTM A570, Gr.55, with minimum ^eld, FV=55 ksi
All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi
3) Anchor bolts shall be provided by installer per ICC reference on plais and catculatkms herein.
4) All wdds shall conform to AWS pnKedures, utilizing ETOxx elednxles or similar. All such welds shall be performed
in shop, with no iield wdding alkiwed c^her than those supervised by a licensed deputy inspector.
5) The ranforced slab is 5" tWdc with ntinirrHim 2000 pa compressive strength. Soil bearing capacity is 1000 psf.
Definition of Components
Frame
Height
Bean
Beam
Length
Beam
Spacing
-T^ FF
front View: Down Aisle
dongitajdinal) Frame
••A
Column
Beam to Column
Connector
Base Plate and
Anchors
Horizontal
Brace
Diagonal
Brace
T
Panel
Height
f^ff
h frame J
Death i Depth
Section A: Cross Aisle
(Transverse ) frame
The components herein are designed within the guidelines of the 2007 CBC and the 2002 Rack Manufecturers Institute
Specifications fbr Storage Racks. The final design of the system is valid only with proper approval from the jurisdictional
building official.
SAFETY SYRINGES-TYPE B PALLET flOW INT. Page 3 ''^ (F? 9/30/2009
Structural
Ooncepts
ngineenng
12O0 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tet: 714.632.7330 Fax: 714.632.7763
By: SJ». Project S/tfETY SYRINGES, INC. Project #: J-092809-1
Configuiation & Summanr-TYPE B PALLET FLOW RACK E)Cr.
T
62"
168" 62"
8"
4-56"
168-
2007 CBC SeisnHc Criteria #BmLvls Frame De|iOi Frame HeigM # Diagonals Beam Length
Ss=1.093, Fa=1.063 3 50 in 168 in 3 56 in
ComponCTt Desoqilion STRESS
Column Fy=55Ka LMTLM20/a(3xl4ga P=1075 lb, M=2579 in-lb 0.12-OK
Column Badoer None None None N/A
Beam Fy=snKisi Lvl 1: Stmc C3x3.5 Lu=56in CapoSty: 7346 Ib/pr 0.14-OK
Beam Connector Fy=HM<si L^rt 1: 3 PIN OK j Mconn=2151 in-lb Mcap=16922 in-lb 0.13-OK
Brace-Horizontal l=y=55ICsi LMT 1-1/2x1-l/'fecl4ga 0.08-OK
Brace-Diagond Fy=55Ka lMTl-l/2xl-l/'*cl4ga 0.16-OK
Baseplate Fy=36Kisi 8x5x3^ FDdty= 0 In-lb 0.15-OK
Andior 2 per Base 0.5"X 3.25- Embed HILTIKVWKBOLTTZICC ESR 1917, SPECIAL REQD, CT=0 Ib) 0.03-OK
Slab 5"thkx 2000 psi slab. 1000 psf Soil Bearing Pressure 0.14-OK
Level Load Per
L»el(PL) BeamSpcg
St»ry Force Story Force
Brace Traeanr Loogit.
Column
Ajd^
Column
Moment
Conn.
Moment
Beam
Connector
1 1,000 tt)
2 1,000 Ib
3 1,000 Ib
8.0 in
62.0 in
62.0 in
52.0 in 11 HJ 71b
52.0 in 97 Ib 58 lb
50.0 in 183 Ib 109 Ib
1,6131b
1,075 Ib
5381b
519 "#
2,579 "#
1,685 "#
2,151 "#
2,734 "#
1,444 "#
3PIN0K 1
3 PIN OK
3 PIN OK
Total: 2911b 1731b
Notes
SAFETY SYRINGES-TYPE B PALLET FLCW EXT. Fage<(.| of 1^ I 1/7/2009
Stmctural
V> oncepts
E ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tet: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYfUNGES, INC. Project #: J-092809-1
Configuration & Summary: TYPE B PALLET FLOW RACK INT.
168"
r 62"
62"
8"
4-
168"
2007 CBC SdsmlG Criteria *BmLvls Frame Depth Frame Heigiit # Diagonals Beam Length
Ss=1.093, Fa=1.063 3 50 in 168 in 3 56 in
Component Description STRESS
Column Fy=55Ksi LMrLM20/3x3xl4ga P=2075lb,M=49D6rn-!b 0.27-OK
Column Backer None None None N/A
Beam Fy=55Ksi Lvl 1: LMrLBF354/3.5"de^.75"x0.075" LJU=56 in Capacity: 7534 Ib/pr 0.27-OK
Beam Connector f=y=55Ksi Lvl 1: 3 PIN OK | Mconn=4138 in-lb Nkap=16922 in-lb 0.24-OK
Brace-Horlzontal Fy=55Ksi LMT l-l/2xl-l/4xl4ga 0.15-OK
Brace-Diagonal Fy=55Ksi LMT 1-1/2x1-l/4xl4ga 0.31-OK
Baseplate Fy=36Ksi 8x5x3/8 Fbdty= 0 in-lb 0.29-OK
Anchor 2 per Base 0.5" x 3.25" Embed WLTIKVWKB0LTT7 ICC ESR 1917, SPECIAL INSPBC. REQD, (T=0 lb) 0.05-OK
Slab 5' thkx 2000 psi sl^. 1000 psf Sal Bearing Pressure 0.26-OK
Level Load Per
Level CPL) Beam Spcg
Story Force Story Force
Brace Transv Longit
Column
Axial
Cotumn
Moment
Conn.
Moment
Beam
Connector
1 2,000 lb
2 2,000 Ib
3 2,000 Ib
8.0 in
62.0 in
62.0 in
52.0 in 211b 131b
52.0 in 184 Ib 110 Ib
50.0 in 347 Ib 207 Ib
3,1131b
2,075 Ib
1,038 Ib
987 "#
4,906 "#
3,205 "#
4,138 "#
5,248 "#
2,795 "#
3 PIN OK 1
3 PIN OK
3 PIN OK
Total: 552 Ib 3291b
Notes
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Page </ I-of i 9/30/2009
Sructural
Ooncepts
E ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714,632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC. Project #: J-092809-1
Seismic Forces Configwation: TYPE B PALLET FLOW RACK INT.
Lateral analyas is performed with regard to the 2007 CBC Sec. 2208A, 2002 RMI Sec 2.7.3. & ASCE 7-05 sec 15.5.3
Transverse fCross Aisle) Seismic Load
DLperLvl= 751b Ss= 1.093
V= Cs*Ip*(M.*0.67«Mjf+1.0*DL) Cs*Ip= 0.1300 Sl= 0.415
Ws= (0.67*PL«f *PL)-HDL 0.015 (RMI Sec 2.5.1.2) Fa= 1.053
= 4,2451b Eff Base Shear= 0.1300 Fv= 1.585
Cs= 0.67*2.5*Ca/R >= 0.14 * 2/3 * Ss * Fa/1.4 Ca=0.4*2/3*Ss*Fa= 0.3098
= 0.1300 Vtransv= 0.13 * (225 lb + 4020 Ib) (Transverse) R= 4.0
= 5521b ASD Loading lp=
PLRF=
1.0
1.0
Level PL (Product Load) PL*0.67*PLrf DL hi wi*hi R R*hi
1 2^ Ib 1,340 lb 751b Sin 11,320 21.0 Ib 168-#
2 2,000 Ib 1,340 Ib 751b 70 in 99,050 184.0 Ib 12,880-#
3 2,000 Ib 1,340 Ib 751b 132 in 186,780 347.0 lb 45,804-#
4,020 lb 225 Ib W=4245 Ib 297,150 5521b Z=58,852
Longitudinal (Downaisle) Seismic Load
Wfe= (0.67 * Pl«= * PL) + DL
= 4,245 lb Eff Base Shear= 0.0775 T= 1.00 sec
Cs * Ip= 0.67*1.2*Cv/(R»T'^0.66)>=Vmin2 Vkxig= 0.0775 » (225 lb -i- 4020 Ib) PUF= 1.0
= 0.0775 = 3291b ASDLoacHng (Longitudinal) R= 5,0
Vnml= 0.015 Vmin2= 0.14»3;r3Wii/1.4= 0.0775 Cv=2/3*Sl*Fv= 0.4385
Level PL(PK)durtLoad) R*0.67*Ptif IX hi wi*hi R
1 2,0001b 1,3401b 751b 8 in 11,320 12.5 lb
2 2,0001b 1,3401b 751b 70 in 99,050 109.7 Ib
3 2,0001b 1,3401b 751b 132 in 186,780 206.8 Ib
4,020 Ib 2251b W=4245 Ib 297,150 3291b
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Pa<ge ^ of 9/30/2009
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC. Project #: J4)92809-1
Downaisle SeisnHc Loads Configuratkxi: VfPE B PALLET R.CW RACK INT.
Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity.
Seismic Story Forces
Vlong= 329 Ib
Vcol=Vlong/2= 165 Ib
Fl= 131b
F2= 110 Ib
F3= 207 Ib
Seismic Story Moments
Typical (tmue m34e
Tflbatirysna °f*«°a>kmm
of rack ^me \^
m
Conceptual Systsm
Mbase-max= 0 in-lb <=== Ddault capacity
Mbase-v= (Vcol*hlefr)/2
= 494 in-lb <=== Moment going to base
Mbase-eff= Minimum of Mbase-max and tftase-v
= 0 in-lb
Typical Ffame matie
ofiwo columns
Top View
Vcol-
h2
M 1-1= [Vcol * hleff]-Mbase-eff
= (165 Ib * 6 in)-0 in-lb
= 987 in-lb
Mseis= (Mupper4-Mlower)/2
Mseis(l-1)= (987 in-lb + -^06 in-lb)/2
= 2,946 in-lb
M 2-2= [Vcol-(Fl)/2] * h2
= [165 Ib - 54.9 lb]*62 in/2
= 4,906 in-lb
Mseis(2-2)= (4906 in-lb + 3205 in-ib)/2
= 4,056 in-lb
hi hieff
Beam to Column Elevation
Summary of Forces |
LEVEL hi Axial Load Column Momarrt Mseismk: Mend-fixBy Mconn Beam Connector
1 Bin 3,113 Ib 987 in-lb 2,946 in-lb 1,192 in-lb 4,138 in-lb 3 PIN OK 1
2 62 in 2,075 Ib 4,906 in-lb 4,056 in-lb 1,192 in-lb 5,248 in-lb 3 PIN OK
3 62 in 1,038 Ib 3,205 in-lb 1,603 in-lb 1,192 in-lb 2,795 in-lb 3 PIN OK
Mconn-allow(3 Pin)= 16,922 in-lb
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Page {p of )^ 9/30/2009
Structural
Ooncepts
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tet: 714.632.7330 Fax: 714.632.7763
By: SP. Project: SAFETY SYRINGES, INC. Project #: J-092809-1
Column Configut«on: TYPE B PALLET FLOW RACK INT.
Conforms to ttte requirements of Chapter C5 of the 1996 AISI Coki Formed Steel Design Manual for combined bending and axial toads.
Section Properties
Section: LMT LM20/3x3xl4ga
Aeff = 0.643 in^2 Iy = 0.749 in'^4 Kx = 1.7
Ix = 1.130 inM Sy = 0.493 ^^^3 Lx = 62.0 in
Sx = 0.753 in'^3 ry = 1.0% in Ky = 1.0
rx = 1.326 in Fy= 55 ksi Ly = 52.0 in
Sif= 1.67 Cmx= 0.85 Cb= 1.0
E= 29,500 ka
Loads
j.a 3.000 in
0.075 in
^1 I I > if
0.75 in
f
3.
3.000 in
-4 k
Axial=P= 2,075 Ib
Axial Analysis
Montent=Mx= 4,906 in-lb (Column stresses @ Level 1))
KsiLxlrx = 1.7*62"/1.326"
= 79.5
Fe= n'^2E/(KLyr)max''2
= 46.1ksi
KyLy/ry = 1*52"/1.08"
= 48.1
Fy/2= 27.5 ksi
Fe > Fy/2
Fn= Fy(l-Fy/4Fe)
= 55 ksi*[l-55 ksi/(4*46.1 ksi)]
= 38.6 ksi
Pn= Aeff*Fh
= 24,813 Ib
Qc= 1.92
P/Pa=
Bending Analysis
0.16 > 0.15
Pa= Pn/£Jc
= 24813 lb/1.92
= 12,923 Ib
Check: P/Pa + (Cmx*Mx)/(Max*Mx) < 1.33
P/Pao + Mx/Max < 1.33
Pno= Ae*Fy
= 0,643 in'^2 *55000 psi
= 35,365 Ib
Max= My/nf
= 41415 in-lb/1.67
= 24,799 in-lb
MX= {l/[l-(Qc*P/Pa)]}'^-l
= {1/[1-(1.92*2075 lb/29615 Ib)]}'^-1
= 0.87
Pao= Pno/Qc
= 35365lb/1.92
= 18,4191b
Myield=My= Sx*Fy
= 0.753 ^^^3 * 55000 psi
= 41,415 in-lb
Pcr= n'^2EI/(KL)max'>2
= n'^2*29500 ksi/(1.7*62 in)'^2
= 29,615 Ib
Combined Stresses
(2075 lb/12923 Ib) + (0.85*4906 in-lb)/(24799 in-lb*0.87) = 0.35 < 1.33, OK (EQ C5-1)
(2075 lb/18419 Ib) + (4906 in-lb/24799 in-lb) = 0.31 < 1.33, OK (EQ C5-2)
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Page 1,\ )5 9/30/2009
Sructural
woncepts
ngineenng
1729 S. Doi^ss Rd. Ste B Anaheim. CA 92806 Td: 714.4S6.00S6 Fax: 714.456.0066
By: BOBS. Project: SAFETY SYRWGES Project*: M»2S^-t
Cohimn-Exposed Post Check
Conforms to the requirements (rf Ch^jter C5 of the 1996 AISI CoM Rvrned Seel Des^ Mantal fo^
Check poA protecbor requirement of 2001 CBC Sec 2222.5
Section Properties
Section: 3x3x14 ga
Aeff= 0.64310^^2 ly = 0.749 in^4
Ix = 1.130 inM Sf = 0.«3 in^3
Sx= 0.753 in^3 ry = 1.080 in
rx= 1.326 in Fy= SOksi
QF= 1.67
E= 29,500 ka'
Loads
Cmx= 0.85
wicflh= 3.000 in
depithl= 3.000 in
thKkl=T).tl75in
Kx= 1.7
Lx= 62.0 m
Ky = 1.0
Ly = 52.0 in
Cb= 1.0
h3.000 in |J 1
0.075 in 1 3.000 in
Axial =P= 2,075 Ib
Axial Analysis
Moment=Mx— 0 in-lb
KxbQ^rx = 1.7*62"/1.326"
= 79.5
Fe= n'^2E/(KL/r)n>ax'^2
= 46.1ksi
KyLy/ry = I'sr/l.Off"
= 48.1
FV/2= 25.0 ksi
Fe > Fy/2
Fn= Fy(l-fV/4Fe)
= 50 ksi*[l-50 ksi/(4*46.1 ksi)]
= 36.4 ksi
Pn= Aeff*Ri
= 23,429 Ib
Qc= 1.92
P/Pa=
Bending Analysis
0.17 > 0.15
Pa= Pn/£Jc
= 23429 lb/1.92
= 12,203 8}
Check: P/Pa + (Cmx*Mx)/(Max*px) < 1.33
P/Pao + Mx/Max < 1.33
Pno= Ae*Fy
= 0.643 in'^2 *50000 psi
= 32,150 Ib
Max= My/J^
= 37650 in-lb/1.67
= 22,545 in-lb
px= {1/[1-(£JC*P/PCT)]}'^-1
= {1/[1-(1.92*2075 lb/29615 lb)]}'^l
= 0.87
Pao= Pno/Qc
= 32150lb/1.92
= 16,745 lb
Myiekl=My= Sx»Fy
= 0.753 ^^^3 * 50000 psi
= 37,650 in-lb
Pcr= n''^(KL)max'*'2
= n^2*29500 ksi/{1.7*62 in)'^2
= 29,615 lb
Combined Stresses
(2075 lb/12203 to) + (0.85*0 in*)/(22545 irHb*0.87) =
(2075 lb/16745 Ib) + (0 in-lb/22545 in-lb) =
0.17
0.12
Oi r ir
< 50%, OK per sec 2222.5
No Post Piuletlw Requwed
Stmctural
Ooncepts
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tet: 714.632.7330 Fax: 714.632.7763
By: SJ>. nvject: SAFETY SYRMGES. INC. Projects J-092809-1
Beam Configuration: TYPE B PALIFT aOW RACK EXT.
The beam to column connection s assumed to provkle partial end fb^ forthe beam frame. The end momer&cakidabad herein is added
to ttie laterai force force portal moment when an^yzing ttie connedjon capadty.
Section Pw«>ei1ies
Beam Member= Stnic C3x3.5
Beam at LBvel= 1
Beam Type= Structual
Ix= 1.475 inM
Sx= 0.983 in'^3
LBngSh=L= 56.0 in
Lu= 56.0 In
d/Af= 8.78
DL= 3.5 to/ft
TTHckness= 0.130 in
Beam Shape= Channel
linpacl:RKlnr(a)={l-2S>)W2)= 0.875
3.OOO
s
s s s s
2s
Loads
% End Rxity= 25 %
0= 0.25 Coeff 8= 0.104^.125
= 0.832
Mcenter= 8*(wL'^2/8) Mcenter= Moer*er(simple ends) - 0*Mcenter(fixed ends)
= 0.832*(wL^2/S) = v^^2/8 - (0.25 *
Mends= 0*Mmax(fixed ends) = wL'^2^ - wL'^2/48
= (wL''2/12)*0.25 = 0.104 * wL'^2
= 0.0208*wL^2
FV= 55,000 psi
Fb= 0.6 * Fy
= 33,000 psi Fb' = 12,000/(lu*d/Af)
= 12,00(y(56»«.78)
R>-eff= 24,406 psi = 24,406 psi
Live Load/Pair= 1,600 Ib Dead Load/Pair= (3.5 lb/ft) * 2 * 56 in/12 Dist Load=w= 14.6 lb/in
= 331b
Mcei*er= 0.104 * wl'^2 Mends= 0.0208*wL'^2
= 4,755 in-lb = 951 in-lb
Bending
M= 4,755 in-lb
1b= (M/Sx)/a
= 5,529 psi
Bending Capcity= 7,067 lb/pair
Deflection
fb/Ft)= 5529 psi/24406 psi
0.23 <= 1.0, OK
<=== Critical
Defl-allow= L/180
= 0.311 in
Deflection Capacity= 14,074 lb/Pair
Allowable
Defl= B * [5wLM/(384*E*Ix)]
= [5*14.6 lb/in*(56 in)M/(384*29.5xl0'^ psi * 1.475 inM)]*0.832
0.036 in <= 0.311 in, OK
load per beam pair= 7,067 tti
Rack Program 2007 CBC Roll Form I Page^.f of |\ I 1/7/2009
Stnjctural
Ooncepts
ngineenng
1200 M. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC. Projects J4)92809-1
Beam Configuration: TYPE B PALLET FLOW RACK INT.
Ttie beam to a>lumn connection is assumed to provide partial end fixity for the beam frame. Ths end moment calculated herein is added
to the lateral force force portal momerft when analyzing the connection c^edty.
Section Properties ,
Loads
Beam Member= LMT LBF354/3.5"deepx2.75"x0.075"
2.750 m
875 in i
Beam at Level= 1
Beam Type= Formed
Ix= 1.474 inM
Sx= 0.770 in'^3
Length=L= 56.0 in
Lu= 56.0 in
DL= 5.0 iD/ft
Thickness= 0.075 in
BeamShape= Step
Impact FaclDr(a)=(l-2S%/2)= 0.875
T
I.5O0
-L
% End H)dty= 25 %
0= 0.25
Mcenter= B*(wL'^2/8)
= 0.832*(VKL''2/8)
Mends= 0*Mmax(fixed ends)
= (wL'^2/12)*0.25
= 0.0208*wL''2
Fb= 0.6 * Fy
= 33,000 psi
Fb-eff = 33,000 psi
Live Load/Pair= 2,0001b
Mcenter= 0.104 * wL'^2
= 5,961 in-lb
Q)eff6= 0.104/0.125
= 0.832
Mcenter= Mcenter(simple ends) - 0*Mcen6er(fbced ends)
= wL'^2/8 - (0.25 * wL'^2/12)
= wL''2/8 - wL'^2/48
= 0.104 * wL'^2
Fy= 55,000 psi
Dead Load/Pair= (5 lb/ft) * 2 * 56 in/12
= 471b
Mends= 0.0208*wL'^2
= 1,192 in-lb
Di*Load=w= 18.3 lb/in
Bending
M= 5,961 in-lb
fb= (M/Sx)/a
= 8,847 pS
Bending Capcfty= 7,534 ib/pair
Deflection
fb/Fb= 8847 psi/33000 psi
0.27 <= 1.0, OK
<=== Critical
Defl-allow= L/180
= 0.311 in
Deflection Capacity= 14,100 lb/Pair
Defi= 6 * [5wLM/(384*E*Ix)]
= [5*18.3 lb/in*(56 in)M/(384*29.5xl0^6 psi * 1.474 in'^4)]*0.832
0.045 in <= 0.311 in, OK
Altowable load per beam pair= 7,534 lb
SAFETr- SYRINGES-TYPE B P/M..LET FLOW INT. 9/30/2009
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC.
3 Pin Beam to Column Connection TYPE B PALLET FLOW RACK INT.
Project #: J-092609-
Mconn max= 5,248 in-lb U)adatlevel2
ConnedDrType= 3 Pin
Shear Capacity of Pin
PIN DIAM= 0.44 in
Ashear= (0.438 in)'^2 * R/4
= 0.1507 in'^2
f^hear= 0.4 * Fy * Ashear
= 0.4 * 55000 psi * 0.1507m'^2
= 3,315 Ib
Py= 55,000 psi
Bearing Capacity of Pin
Per theiy% AISI Cold Formal Steel Manual, Sec E3.3:
tcol= 0.08 in Fu= 65,000 psi
Omega= 2.22 alpha= 2.22
Pbeanng= alpha *Fu* diam * tcol/Omega
= 2.22 * 65000 PSI * 0.438 IN * 0.075 IN/2.22
= 2,135 lb < 3315 lb
Moment Capacity of Bracket
Edge Distance=E= 1.00 in Pin Spadng= 2.0 in
C= P1+P2+P3 tclip= 0.18 in
= Pl+Pl*(2.5"/4.5")+Pl*(0.5"/4.5")
= 1.667 * PI
Mcap= Sdip * Fbending
= 0.127 IN'^3 * 0.66 * Fy
= 4,610 in-lb
SINCE C*d= Mcap = 1.667
Fy= 55,000 psi
Sdip= 0.127 ^-^3
AND d= E/2
= 0.50 in
Thus, Pl= 2,135 Ib
Pclip= Mcap/(1.667 * d)
= 4610.1 ln-lb/(1.667 * 0.5 in)
= 5,531 Ib
Mconn-allow= [P1*4.5"+P1*(2.574.5")*2.5"+P1*(0.574.5")*0.5"]*1.33
= 2135 LB*[4.5"+(2.5"/4.5")*2.5"+ (0.5"/4.5")*0.5"]*1.33
= 16,922 in-lb > Mconn max, OK
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Page^ of | 9/30/2009
Structural
concepts
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC. Project #: J-092809-1
Transverse Brace Configuratkxi: TYPE B PALLET aOW RACK INT.
Section Properties
Diagonal Men*er= IMT l-l/2xl-l/*<14ga
Area= 0.278 in'^2
r min= 0.405 in
Fy= 55,000 psi
K= 1.0
nc= 1.92
Frame Dimenaons
0.075 in
T
I
Horizoi*^ Men*er= LMT l-l/2xl-l/4xl4ga
Area= 0.278 ^^^2
r min= 0.405 in
Fy= 55,000 pa
K= 1.0 IJSOIn
.500 in
OJVTSin
T 1.250 in
1
Bottom Pand Haght=H= 52.0 in
Frame Depth=D= 50.0 in
Column Width=B= 3.0 in
aearDep(h=D-B*2= 44.0 in
XBtaoe= NO
Diagonal Member
y=VtFansv= 552 Ib
Ldiag= [(D-B*2)'^2 + (H-6")'^2]'^l/2
= 63.7 in
Pmax= V*(Ldiag/D)
= 703 Ib
Pn= AREA*Ri
= 0.278 in'^2 * 11767 psi
= 3,271 Ib
SINCE Fe<Fy/2,
(kl/r)= (k*Ufiag)/rmin
= (lx63.7in/0.405in)
= 157.3 in
Fe= pi'^2*E/(kI/r)''2
= 11,767 psi
Fn= Fe
= 11,767 ps
SIDE ELEVATION
Pa(low= Pn/ft
= 3271 Ib /1.92
= 1,7041b
fa/Fa=
Horizontal brace
0.41 <= 1.33 OK
Pmax=V= 552 Ib
(kl/r)= (k * Lhoriz)/r min
= (lx50in)/0.40Sin
= 123.5 in
Since Fe<Fy/2, Fn=Fe
= 19,089 psi
Fe= pi'^2*E/(kl/r)'^2
= 19,089 psi
Pn= AREA*Fh
= 0.278in'^2*19089 psi
= 5,307 Ib
Fy/2= 27,500 psi
Pallow= Pn/Qc
= 5307 lb /1.92
= 2,764 Ib
fa/Fa= 0.20 <= 1.33 OK
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Page /Q of | Pj 9/30/2009
Structural
Ooncepts
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC. Projects: J-092809-1
Anchors Configuration: TYPE B PALLET aOW RACK INT.
Loads
Vbans=V= 552 Ib
DL/Frame= 2251b
PL/Frame= 6,0001b Frame Depth=D= 50.0 in
Wst=(0.9*DL+PL)total= 6,203 Ib Htop-lvl=H= 132.0 in
LL@TOP= 2,0001b # Levels= 3
[XyLvl= 751b # Anchors/Base= 2
DL*0.90= 681b
Lateral Ovt Fbrt:es=S(R*hi)= 58,852 in-lb
Total Dead Load per Bay=DL= 2251b
Futty Loaded rack SIDE ELEVATION
\«rans= 552 Ib
Movt= I(R*hi)*1.15
= 58852in-lb * 1.15
= 67,680 in-lb
Ma:= WSt * D/2
= 6202.5 Ib * 50 in/2
= 155,063 in-lb
T= (Movt-Mst)/D
= (67680in-lb - 155063 in-lb)/50 in
= -1,748 lb No Uplift
Top Level Loaded Only
Critical Levd= 3 Hgt @ Lvl 3= 132.0 in
HtoDratio= 2.6
Vl=Vtop= Cs * Ip * Wfe >= 350 Ib Movt= Vl*Htop*1.15 + V2 * H/2
= 0.13 * (2000 lb) = 260 Ib * 132 in * 1.15 + 29 Ib * 132 in/2
= 260 1b = 41,382 in-lb
V2=VD,= Cs*Ip*DL
= 291b T= (Movt-Mst)/D
Mst= (PL @ top -I- 0.9*DL-total) *D/2 = (41382 in-lb - 55063 in-lb)/50 In
= (2000 Ib + 225 lb *0.9) * 50 in/2 = -274 Ib No Uplift
= 55,063 in-lb
Anchor
Oieck (2) 0.5" X 3.25" Embed HILTI KWIKBOLT TZ anchors) per base plate.
Special inspection is required per ICC ESR 1917.
Pullout C!^)acity=Tcap= 2,178 Ib
Shear Capadty=Vcap= 2,8391b Phi= 1
Tcap*Phi= 2,178 Ib
Vcap*PW= 2,839 Ib
Fully Loaded:
Top Level Loaded:
(138 lb/2839 lb)'-l =
(0 lb/2178 lb)''l + (65 lb/2839 lb)'^l =
0.05
0.02
<= 1.0 OK
<= 1.0 OK
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Page ( f of j Pj 9/30/2009
Structural
Ooncepts
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Prcject: SAFETY SYRINGES, INC. Projects J-092809-1
Base (Hate Configuration: TYPE B PALLET aOW RACK INT.
Section
Bas^ate= 8x5x3/8
EffWidth=W= 8.00in
EffDepth=D= 5.00 in
Oriumn Width=b = 3.00 in
Column Depth=d= 3.00 in
L = 2.50 in
Plate Thickness=t = 0.375 in
Down Aisle Loads
a = 3.00 in
Anchor cc. =2*a=d = 6.00 in
N=# Anchor/Base= 2
Fy = 36,000 psi
b |4— L .|*
W
P = 3,113 Ib
Axia\ Bearing stress=fa
Mbase=Mb = 0 in-lb
P/A = P/(D*W)
78 psi
Moment Stress=fb = M/S = 6*Mb/[(D*B''2]
= 0.0 psi
Ml= wL'^2/2= fa*L'^2/2
= 243 in-lb
Moment Stress=fb2 = 2 * fb * L/W
= 0.0 psi
Moment Sb-ess=fbl = fb-fb2
= 0.0 psi
M2= fl3l*L''2)/2
= 0 in-lb
M3 = (l/2)*fb2*L*(2/3)*L = (l/3)*fl32*L'^2
= 0 in-lb
S-plate = (l)(t''2)/6
= 0.023 ^^^3/^
fb/Fb = Mtotal/[(S-plate)(Fb)]
0.29 OK
Tanchor = (Mb-(P*0.9)(a))/[(d)*N/2]
=-1,4011b NoTenston
Mtotal = M1+M2+M3
= 243 in-lb/in
Ft = 0.75*Fy*1.33
= 35,910 psi
Taltow= 2,178 Ib OK
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Page f 3 of ]\7> 9/30/2009
ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, INC. Projects J-092809-1
Slab on Grade Configuration: TYPE B PALLET aOW RACK INT.
ll
\*— c -•j
y
— L
SLAB ELEVATION
Base Rate
B= 8.00 in
D= 5.00 in
Load Case 1; Product + Seismic
wicfths:a= 3.00 in
depth=b= 3.00 in
lan View
eff. Plate width=c= 8.00 in
eff. 1^ dep(}i=e= 5.00 In
Concrete
fc= 2,000 psi
tslab=t= 5.0 in
phi=0= 0.65
Soil
fsoil= 1,000 psf
Movt= 67,680 in-lb
Frame depth= 50.0 in
Product a.=DL= 1131b
PLsrProduct Load= 3,000 Ib
P-seismic=Pe=
Pse=DL+PL+Pe=
(Movt/Frame depth)
1,354 Ib
4,4661b
(Srength Design Loads)
Puncture | RMI Section 2.2, eqtn 5
Pu= 1.2*DL + 0.85*PL + 1.4*Pe Fi?unct= 2.66*phi*sqrt{f c)
= 4,580 Ib = 77.3 psi
Apunct= [(c+t)+(e+t)]*2*t fv/Fv= Pu/(Apunct*Fpunct)
= 230.0 ^^^2 0.258 <= 1.0 OK
Slab Bending |
Asoil= (Pse*144)/(fsffll) L= (ASMl)'4).5 y= (c*e)'M).5+t*2
= 643 in'^2 = 25.36 in = 16.3 in
x= (L-y)/2 M= w*x'^2/2 S-slab= 1*^^2/6
= 4.5 in = (fso)l*x'^2)/(144*2) = 4.17 in'^3
Vo= 5*(phi)*(fc)'S).5/1.4 = 70.8 in-lb fb/Fb= M/(S-slab*Fb)
= 103.82 psi 0.164 <= 1.33, OK
Load Case 2: Static Loads
DL= 113 Ib PL= 3,000 Ib DL+LL=Ps= 3,113 Ib
Punctore
Pu= 1.2*DL + 1.4*PL RMI Section 2.2, eqtn 2 Fpunct= 2.66»phi*sqrt(fc)
= 4,335 Ib = 77.3 psi
Apunct= [(c+t)+{e+t)]*2*t fv/Fv= Pu/(Apunct*Fpunct)
= 230^-^2 = 0.244 < =1.0 OK
Slab Bending soii area based on un factored loads
Asoil= (Ps*144)/(fsoil) L= (AsoiO-^O.S y= (c*e)'^0.5 -1-1*2
= 448 fl:'^2 = 21.17 in = 16.3 in
x= (L-y)/2 M= w*x'^2/2 S-slab= l*t^2/6
= 2.4 in = (fsoil*x'^2)/(144*2) 4.17 in'^3
Fb= 5*(phi)*(fc)'^0.5/1.4 = 20.4 in-lb fb/Fb= M/(S-dab»Fb)
= 103.82 psi = 0.047 <= 1.0, OK
SAFETY SYRINGES-TYPE B PALLET FLOW INT. Page / >|> of j (Q 9/30/2009
Structural
Ooncepts
E ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRINGES, WC. Projects J-092S09-1
Configuration & Summary: TYPE A PALLET FLOW RACK EXT.
1
50"
168" 52"
5T
X ~ K^-
- 56" ^ M- 54" 4^
2007 CBC S^smic Oiteria #BmLvIs Frame Depth Frame Heigiit # Diagonals Beam Length
Ss=1.093, Fa=1.063 2 50 in 168 in 3 56 in
Component Desaiption STRESS
Column Fy=55Ksi LMTLM20/acaa4ga P=538 Ib, M=2222 in-lb 0.09-OK
Column Backer None None None N/A
Beam Fy=50Ksi Lvl 1: Shuc C3x3.5 Lu=42 in Capacity: 8575 Ib/pr 0.12-OK
Beam Connector Fy=50Ksi Lvl 1: 3 PIN OK | Mconn=1885 in-lb Mcap=16922 in-lb 0.11-OK
Brace-Horizontal Fy=55Ka IMT 1-1/2x1-1/4x14^ 0.05-OK
Brace-Diagonal Fy=55Ksi IMT l-l/2xl-l/4xl4ga 0.11-OK
Baseplate Fy=36ICsi 8x5x^8 Rxity= 0 in-lb 0.1-OK
/\nchor 2 per Base 0.5- x 3.25" Embed HB.TI KWItSOLTTZ IOC ESR 1917, SPECIAL INSPK. REQD, (T=0 Ib) 0.02-OK
Slab 5" tt* X 2000 psi slab. 1000 psf Soil Beaing Pressure 0.08-OK
Level Load Per
Levtd (PL) Beam Spcg Brace
Story Force Story Force Column Column Conn. Beam
Transv Longit, Axial Moment Moment Connector
1,0001b
1,0001b
8.0 in
84.0 in
52.0 in
52.0 in
50.0 in
161b
1791b
91b
1061b
1,075 Ib
5381b
345 "#
2,222 "#
1,885 "#
1,713 "#
3 PIN OK
3 PIN OK
Total: 1941b 1151b
SAFETY SYRINGES-TYPE A PALLET FLOW ECT. Page Q of 19 9/29/2009
Structural
w oncepts
E ngineenng
1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763
By: S.P. Project: SAFETY SYRHiK^. WtC. Projects J-092809-1
Configuration & Summaiy: rm A PALLET RJOW RACK INT.
84"
168" -i:
8"
56"
2007 CBC Seismic Criteria #BmLvte Frame Depth Frame Hei0A #Diagonak Beam Length
Ss=1.093, Fa=1.063 2 50 in 168 in 3 56 in
Component Desaiption STRESS
Column Ty=SSKa lMTlM20/at3xl'^ P=1038 lb, M=4232 in-lb 0.17-OK
Column Backer None None None N/A
Beam Fy=55Ksi Lvl 1: LMTLBF354/3.5"deepx2.75"x0.0:^ Lu=56in C^>acity: 7534 Ib/pr 0.27-OK
Beam Connector Fy=55Ksi Lvl 1: 3 PIN OK 1 Mconn=3636 m-lb Mc^16922 in-lb 0.21-OK
Brace-Horizontal Fy=55Ksi LMT l-l/2xl-l/4xl4ga 0.1-OK
Brace-Diagonal Fy=55K!Si U«m-l/2xl-l/4xl4ga 0.21-OK
Baseplate Fy=36ICsi 8x5x3/8 Rxily= 0 in-lb 0.19-OK
Anchor 2 per Base 0.5" X 3.25- Baixti HILTI KWBCBOLTTZ ICE ESR 1917, SPEO/U. INSI«:. REQD, CT=0 lb) 0.03-a<
Slab 5'thkx 2000 psi slab. 1000 psf Soil Bearing Pressure 0.16OK
Level Load Per
Levri (PL) Beam ^icg Brace
Story Force Story Force Column Column Conn. Beam
Transv Longit. Axial Moment Moment Connector
2,000 Ib
2,0001b
8.0 in
84.0 in
52.0 In
52.0 in
50.0 in
29 Ib 18 Ib 2,075 Ib 657 "# 3,636 "# 3 PIN OK |
3391b 2021b 1,0381b 4,232 "# 3,308 "# 3 PIN OK
Total: 3681b 2191b
Notes
SAFETY SYRJNGES-TYFE A PAiiET FLOW INT. Page of /3 9/29/2009
CERTIFIED
#117877
Consolidated Fireprotection, Inc.
Robert G. Caputo, CFPS, GET
657 Cantara Lane • Vista, CA 92081
(760) 908-7753 • fox: 295-7530
bcaputo(®cox.net #3010
copy
Tednical Opinion & Report
For
SAFETY fiYHNGEfi. Ina
2875 Loker Ave. East
2841 Loker Ave East
Carlsbad. Califomia
For Qubmittal to:
Carlsbad Rre Department
Rre Prevention Bureau
(625 Faraday Avenug
Carlsbad. CA 92008
#117877
Consolidated Fireprotection, Inc.
Robert G, Caputo, CFPS, CET
657 Cantara Lane • Vista, CA 92081
(760) 908-7753 • fax: 295-7530
bcaputo(g>cox,net #3010
February 19,2010
Ms. Cindy Wong, Inspector
Carlsbad Fire Department, Fire Prevention Bureau
1635 Faraday Avenue
Carlsbad, CA 92008
RE: Safety Syringes, Inc. (Revised)
Existing Facility @ 2875 Loker Ave. East & New Facility @ 2841 Loker Ave East
Revised Fire Protection Technical Opinion & Report (High Piled Storage)
Dear Ms. Wong:
The following revised and updated technical opinion and report is written on behalf of Safety Syringes,
Inc., at the direction of Mr. Bill Campbell, the operations manager. It is intended to address storage of
raw materials and finished goods m single, double and multiple row (push back) pallet racks. Our
original report was prepared for review and approval on May 17,2006 when Safety Syringes relocated
to its current address at 2875 Loker Ave. East. This revised report will address the addition of a new
facility located at 2841 Loker Ave. East and the relocation of storage racks and goods from the existing
facility to the new location. It is the intent of this report to apply to both buildings equally in terms of
the storage arrangements and prescribed level of protection, allowing the occupant to interchange and
store like materials in the same storage arrangement in either building.
As the original report stated, we will address minimum requirements for the storage of Group A plastic
components which are manufactured off-site and assembled at these facilities for distribution under the
name UltraSafe® Delivery Systems. The finished products are shipped to pharmaceutical companies,
where pre-fiUed glass syringes are added for commonly used vaccines, eliminating sharps injuries and
creating a safer delivery system for the end user of injected medicines. Additional information
associated with the company and its products are available fi-om the website:
www, safetvsyringes.com..
Compliance with the Califomia Fire & Buildiag Codes is based on information collected including an
over-view of facility operations, a review ofthe commodities stored and the storage array proposed for
the facility. Bob Caputo and/or Consolidated Fireprotection Inc. shall not be held liable for errors in
this document due to failure to disclose information either intentional or otherwise.
Consolidated Fireprotection, Inc.
Safety Syringes, Inc. (Cont)
Page 2
Scope:
This document is for the sole purpose of construction and/or tenant occupancy approval only. Any
discrepancies between the information in this report and conditions discovered during inspection are
the sole responsibility of Safety Syringes, Inc. Final inspection for occupancy and verification of
compliance with requirements and conditions described in this report shall be the responsibility of the
authority having jtirisdiction and are outside the scope of this report.
Negative Impact:
This report shall re-affirm our opinion that Safety Syringes, Inc. occupancy of the two buildings under
examination will not increase the level of hazards with the addition of the storage of Group A Plastics
in pallet racks, upon completion of recommended fire sprinkler system modifications and/or additions.
Moreover, this report shall indicate that Safety Syringes, Inc. will be in complete compliance with
2007editions of the Califomia Fire & Building Codes. This comprehensive fire protection plan is
thorough, and will illusteate that an adequate level of fire and life safety protection is provided to the
occupants of the building.
Report Purpose:
1. Identify materials and/or operations that present a hazard per the Califomia Fire Code and
develop methods of protection.
2. Present information related to the design of the building/facility and operations to indicate the
acceptance of materials and safe practices.
Report Elements:
• Address minimum requirements for the storage of Group A Plastic Commodities in standard
pallet racks and multiple row push-back storage racks.
• Chemical analysis and hazardous materials inventory statement (HMIS).
• Review of hazardous materials storage, use and quantity limitations in accordance with
applicable codes.
• Present an analysis of the design, operation and use of the building.
• Outline general safety procedures for occupant safety and building protection.
Code Analysis/Technical References:
The following codes and/or standards are applicable for this evaluation:
• 2007 Califomia Fire Code
• 2007 Califomia Building Code
• 2007 edition NFPA 13 - Standard for the Installation of Sprinkler Systems
Consolidated Fireprotection, Inc,
Safety Syringes, Inc. (Cont)
Page 3
Overview:
Buildmg #1 is the existing facility located at 2875 Loker Ave. East. It is a stand-alone building
approximately 44,000 ft^ in size equipped with an automatic fire sprinkler systems designed for a
density of .33 gpm/3000 ft^. The building includes corporate offices, warehouse, a clean
room/assembly area and a workshop used for maintenance.
Building Construction, Occupancy Classification and Fire Protection:
Building Type of Constmction: V-N fiilly sprinklered
Occupancy Classifications B/S
Total Tenant Area: 44,000 ft^
Ceiling Height 28 ft.
Ceiling Level Sprinkler Density 0.33 gpm/3000 ft^
Building #2 is a new/additional facility located at 2841 Loker Ave East. It is also a stand-alone
building approximately 31,000 ft^ in size equipped with an automatic fire sprinkler systems designed
for a density of .33 gpm/3000 ft^. The building will be primarily used to warehouse raw materials and
finished goods.
Building Construction, Occupancy Classification and Fire Protection:
Building Type of Constmction: V-N fiilly sprinklered
Occupancy Classifications B/S
Total Tenant Area: 30,724 ft^
Ceiling Height 28 ft.maximum
Ceiling Level Sprinkler Density 0.33 gpm/3000 ft^
Hazardous Materials Inventory Statement:
With the exception of household cleaning products and misc. lubricants used in maintenance, this
facility does not store or use hazardous materials. An approved fire rated storage cabinet is present in
the maintenance shop area for aerosols and solvents including 1.5 gal of isopropyl alcohol.
Rack Storage Array - Raw Goods Area & Finished Goods Areas - Buildings #1 & #2:
Commodity Classification Group A Plastics &
Free flowing Group A Plastics
Double Row and Multiple Row Racks > 16 ft deep
Aisle Width 11 ft (greater than 8 ft)
Rack Height 15 ft
Storage Height 18 ft (max)
Clearance (from top of storage) 5 ft to 10 ft
Consolidated Fireprotection, Inc
Safety Syringes, Inc. (Cont)
Page 4
Fire Sprinkler System Requirements - Raw Goods:
The raw goods storage area includes free flowing group A plastics in cartons, stored on pallet racks.
Per NFPA 13, Decision Tree, Figure 17.1.2.1, free flowing group A plastics are permitted to be
protected as a Class IV Commodity.
PlaslicB
r 1 GioupA GroupB GroupC
I CtaBBlV ClassHI
Cartoned, BJipanded or Exposed, enpanded
unBixpanded,and (oulaidelheaoafie
ffl^XMed, ineqiandBd ofChaptorlT]
I 1
Stable FwwIlBiwiig
(seeCtupiBrtn OBSBIV
Note: Cartons lhat ixail» Group A iteBlic inalanBl ahsll tie paring
belmBlBdaaaaBelVconiWKKllieB under IhototewingcowilioiiK
(1) Tlnreahalbemiilllpieiaywsofoornjg^ianoraquMBtantouler •nrtarial Inl would Bignjinnay dataqr fiiB invoiveniflrt
GioupAplBBSc.
(2) ThoBinoirtamlaiiaiigBmMftalQiDiqiAplBBteinaleradiiihnan
ndnaiyGartan WDUM not be es^mcMd to aign^^
ftefee iiBzafd.
nCURE I7.1.2.I DeoBoaTice.
Table 16.2.1.3.2 provides protection criteria for single & double row racks with class IV commodities
stored up to 25 ft in height without solid shelves. The table directs us to figure 16.2.1.3.2 (d) curve E
for 20 ft high storage without encapsulation and without a requirement for in rack sprinklers.
Curve E provides a density/area requirement of .45 gpm/3,000 sqft which is then modified by figure
16.2.1.3.4.1 based upon the 18 ft actual storage height. Without in-rack sprinklers, the final
prescribed density/area is .36 gpm/3000 ft*.
Table 16.2.1.3.2 allows the option of sprinkler protection criteria with ceiling sprinklers plus one level
of in rack sprinklers as provided by figure 16.2.1.3.2 (d), curve C, which prescribes a ceiling density of
.35/3000. After adjustment for storage height allowed by table 16.2.1.3.4.1 the prescribed ceiling level
density area is .28 gpm/3000 ft*.
Consolidated Fireprotection, Inc.
Safety Syringes, Inc. (Cont)
Page 5
Table 16.2.1.3.3.2 provides design criteria for multiple-row rack storage of class IV commodities
stored in rack depths over 16 ft with aisles narrower than 8 ft and storage heights over 12 ft up to 25 ft.
For multiple-row rack storage arrangements over 15 ft up to and including 20 ft, this table directs us to
figure 16.2.1.3.2(d) - curve C with one level of in rack sprinkler required. This table does not offer a
ceiling only sprinkler option for this storage configuration with standard spray sprinkler protection.
The sprinkler protection prescribed for the ceiling sprinkler density/area is .35 gpm/3000 ft*.
After adjustment for storage height allowed by table 16.2.1.3.4.1, the required ceiling level density
area is .28 gpm/3000 ft*.
The prescribed protection criteria described above are based upon Class IV Commodities (free
flowing group A plastics), which applies specifically to the storage of raw materials within these
facilities.
Tible 16.2.1.5.2 Sin^ or DoMefLtm Radoi—Ston^Hessbt Onr 12 ft (3.7 m)
Up i» aid IwJiiiii« SS ft (? J m) Wdio« Soid 9whcB
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am^Wfiimmmmmmma
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ft Omrt* IK2.U.U Cams IU.IJ.JLI
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Candtl
Va
OteriZU
ID ind
Induttig
ID
No
8 Z.I
No mzi.s.2(cj
AlfldB
Va
:
ftt2.i.a.z«3
Eaadr
Va
OteriZU
ID ind
Induttig
ID
Va
1 1.Z
I lews
CWID
Va
:
OteriZU
ID ind
Induttig
ID
Va
8 Z.1 AindB
Va
:
OteriZU
ID ind
Induttig
n'
ND
1 l.Z
tti.zi.i.nii
CantD A
Va
:
l&Z.LS.Z(d)
Candli
OteriZU
ID ind
Induttig
n'
ND
8 Z.I
No tti.zi.i.nii
AwdB ^
Va
:
l&Z.LS.Z(d)
EMdr
OteriZU
ID ind
Induttig
n'
Va
1 1.Z
1 ii.irf IIU.1JliZ<g|
CwlD
Va
:
--
OteriZU
ID ind
Induttig
n'
Va
8 Z.I
1 K^B IIU.1JliZ<g|
AindB
Va
:
--
Consolidated Fireprotection, Inc,
Safety Syringes, Inc. (Cont)
Page 6
C«ling aptider dens% (nnWMi)
8.2 102 12.2 14J3 16.3 18.3 20.4 22.4 24JS
0.20 a.2S 0.30 0.3S 0.40 0.4S O.SO OJS 0.60
QeMns apiiMer density (gprn/ft^
lack MP ^ and feiduSig IS ft<4.i7m) Mgh. andl^re 123.2.1.S I
slui nottw apjpled.
FIGURE ».2.1.3.2ki) Sf^iMaSfmemBaig^Cmw — niti§.lm)l^VtMk
IVNoB
Consolidated Fireprotection, Inc.
Safety Syringes, Inc. (Cont)
Page 7
TiMe 16.2.1.3.3.2 MuMple-Row Racks — Rack Depdi Over 16 ft (4.9 m) wAisles
Narrower Than 8 ft (2.4 m). Storage Heif^t Over 12 ft (3.7 m) Up to uid lochi^^ 25 ft (7.6 m)
Camumtikf
Otm
Eaoip-
SpcWdcn
l»bcfa
Cciiiic SpriaUcr Water DOHMI
Camumtikf
Otm
Eaoip-
SpcWdcn
l»bcfa
WkhMbKfcSiinikkn
Camumtikf
Otm
Eaoip-
SpcWdcn
l»bcfa Cams
Apply UK
xDiinily Cmntm
tigmm
IC.S.13.4.1
1.2S
Over 12 ft
(3.7 m), up to
and including
l5fM4.6in)
I
No 165.13.2(a)
CandD Yo
No 16.2.135(a) landj
Yo
No
Over 12 ft
(3.7 m), up to
and including
l5fM4.6in)
I
YM
No
16.2.1.3.2(a)
CandD Yo
YM ia2.l.35(a) landj
Yo
Y«
Over 12 ft
(3.7 m), up to
and including
l5fM4.6in)
II
No No 16.2.1.3 JJ(b)
CandD Yo
No 16.ZI.S5(b) landj
YO
No
Over 12 ft
(3.7 m), up to
and including
l5fM4.6in)
II
Yes
No
I6il35(b)
CandD Yo
YM 16.ai.S5(b) landj
YO
Yd Over 12 ft
(3.7 m), up to
and including
l5fM4.6in) Hi
No
No
165.I.S.2(c) CandD Yo No 165.135(c) landj YM No
Over 12 ft
(3.7 m), up to
and including
l5fM4.6in) Hi
Yn llrwl 16.2.1.3.2(c)
CandD Yo
YM
Over 12 ft
(3.7 m), up to
and including
l5fM4.6in)
l\'
No No ia2.1.32(d)
CandD Yo
No 165.135(d) CandD No No
Over 12 ft
(3.7 m), up to
and including
l5fM4.6in)
l\'
Y« llnri
CandD Yo
130
Over IS ft
(4.6ni),upio
and including
20fi<&lm)
I
No 16.2.1.35(a)
CandD YM
No
NA NA NA NA
Over IS ft
(4.6ni),upio
and including
20fi<&lm)
I
Y« 165.l.3J!(a)
CandD YM
YM
NA NA NA NA
Over IS ft
(4.6ni),upio
and including
20fi<&lm)
It
No
Ikrwl
16.2.1.3.2(b)
CandD YM
No
NA NA NA NA
Over IS ft
(4.6ni),upio
and including
20fi<&lm)
It
YM
Ikrwl
16.2.1.3i;(b)
CandD YM
YM
NA NA NA NA
Over IS ft
(4.6ni),upio
and including
20fi<&lm) III
No Ikrwl 165.I.S5(c) CandD YM No NA NA NA NA
Over IS ft
(4.6ni),upio
and including
20fi<&lm) III
Ikrwl CandD YM
YM
NA NA NA NA
Over IS ft
(4.6ni),upio
and including
20fi<&lm)
rv
No
YM
16.2.1.Sa<d)
CandD YM
No
NA NA NA NA
Over IS ft
(4.6ni),upio
and including
20fi<&lm)
rv
No
YM ia2.1.35(d)
CandD YM
130
X density
NA NA NA NA
Consolidated Fireprotection, Inc.
Safety Syringes, Inc. (Cont)
Pages
a.2
C«aing aprinidar ttenst^ {mm/Mn)
102 12.2 14:3 tG3 18.3 20.4 22.4 24JS 4:3 16J3 ia
^•••IKWHHIfliH^IL'H
• kWBIHHlLl'' ^•llk'*
; N
• k:«ii.iBBi
O.aO 0.2S O.30 0.3S 0.40 0.4fi O.SO 0.»S> O.60
Ooilliig sfsrinMor ftensHy (gpm/ft^
Mote: GuruBS C and O alaQ apply ID oaHrag iprinldaim cmtvjiir im^lM" rafdk atkraoB up lo and indudAa IS ft {4.S7 m) M#i. and>lguf« 12J3.2.1.S.1
stiaM not be applied.
FIGURE 16.2.U.2(d) Sprinkler System Design Curves — 20 ft High Rack Storage — Class IV Nonencapsulated Commodities
3jgg HBight of alorage (m)
3.0S
ISO
!
100
4.57 eilO 7.62 ».14 10.67
i
14
c
1 g
a.
75-
eo
50-
.mmmM
ss-
Hewht of staKBOB (R>
rv;
Based on 18 ft high storage, the
density selected from 13.2.1.3.2(d)
is reduced to 80%
.___..M.I__ m
Consolidated Fireprotection, Inc.
Safety Syringes, Inc. (Cont)
Page 9
Fire Sprinkler System Requirements - Finished Goods:
The finished goods are assembled and placed on trays in cardboard cartons, stored on pallet racks.
Figure 17.1.2.1, the decision tree for rack storage of stable Group A plastics directs us to Chapter 17
for design criteria. Figure 17.2.1.2.1 (c) allows 20 ft high storage with a ceiling clearance between the
top of storage and the ceiling level sprinklers of 5 ft with a prescribed ceiling density of .3 gpm/2000
ft* plus one level of in rack sprinklers. Sprinklers in the racks shall be located below the top tier and
shall be spaced no more than 8 ft on center, with 17/32 orifice sprinklers operating at 15 psi or Vi"
orifice sprinkler operating at 30 psi, at the designer's discretion. The design shall include 8 sprinklers
operating or all sprinklers where fewer than 8 are provided.
Footnote 2 of this figure states that ceiling only sprinkler protection shall not be permitted for this
storage configuration unless K 11.2 or larger sprinklers are installed, which does not apply m this case.
Based upon the requirements for protection of all storage configurations proposed, this facility has an
adequate fire sprinkler system design (.33/3000) provided the tenant adds in rack sprinklers as
described above.
Singin-. riniilA^-, anri miilttilp-mw mckR
0.30 gpm /1«2 per 2000 fi^
(12.2 mmftnin per 186
<b It (l.b m) ceiHng aearanoe
See Note 2
8 fl (2.44 III) iiiuutiiiiuiii twHwuuii afjf jukleist
H ' >| N • »l
1 1
a
1
1
1. 1 r. L t, I
Plan View
A i
S
L E
A 1
S
L E
A
S L
E
A i
S
L E
A 1
S
L E
A
S L
E
A i
S
L E
A 1
S
L E
A
S L
E
EtewnUfNiVlew
I nCURE I7.2.t.2(c) 20 ft (6.1 m) Stoo^^; <5 ft (1.5 m) Clearance to Ceilins.
Consolidated Fireprotection, Inc.
Safety Syringes, Inc. (Cont)
Page 9
Safety Syringes has engaged Paramount Fire Systems, Inc. of Lakeside, CA to perform the prescribed
fire sprinkler system improvements described herein. Paramoimt Fire Systems will submit plans and
related hydraulic calculations under separate cover to the Carlsbad Fire Prevention Bureau for review
and approval of the design, methods, materials and installation of the in-rack sprinkler system.
Additional Fire Protection Requirements:
NFPA 13, section 12.1.1 notes that sprinkler protection criteria are based on the assimiption that roof
vents and draft curtains are not being used. The writer assiraies that smoke and heat vents as required
by the CFC, Table 2306.2 were adequate for storage occupancies within this spec lease warehouse
building when permitted for the previous tenant and as such, are not addressed as a part of this report.
Small hose connections are only required by NFPA 13 when required by the AHJ. Fire hoses are not
recommended and fire extinguishers are provided throughout for occupant use in 1^* aid fire fighting.
Steel columns located within the storage array shall be protected in accordance with NFPA 13,
sectioiml7.1.4.
Idle PaUets shall not be stored within the racks at any time. Idles wooden pallets may be stacked a
maximum of 6 ft high and limited to 4 stacks, separated fi'om other stacks by a minimum of 8 ft and
fi-om other storage by 25 ft
Access Doors are provided in each 100 lineal feet of the exterior walls that face the access roadways.
Doors are 3 feet in width and 6 feet 8 inches in height with approved locking devices and are
accessible without the lose of a ladder.
Hydrants/Access Roadways:
Hydrants and fire department access roadways will continue to be maintained unobstmcted and
accessible to emergency response crews as required by the CFC.
Exiting/Egress:
The travel distance from any point in the building to an exit or designated fire department access door
shall not exceed 250 feet. All exit doors are at least three feet wide and proper exit signs are provided
over each door.
Fire Extinguishers: Minimum 2A10BC rated fire extinguishers shall be provided for every 75 feet of
travel distance.
Consolidated Fireprotection, Inc.
Safety Syringes, Inc. (Cont)
Page 10
General Safety Practices:
No smoking will be permitted in the building.
All employees will receive special training on the use of portable fire extinguishers ofthe type
to be provided in this building.
An evacuation plan will be in place.
^ Exit doors will be maintained unobstmcted and will be opened weekly to ensure their
operation.
The Fire Department shall be notified of any and fires within this facility, regardless of size and
fire department involvement.
A nominal 6" transverse flue shall be maintained between pallet loads at the rack uprights in all
pallet rack storage areas.
Aisles shall remain clear at all times (except for loads being moved in or out).
Concluswn:
Based upon our review of the proposed storage arrangements and use, and the reconmiendations
contained in this report, it is our opinion that Safety Syringes, Inc. will be in full compliance with the
requirements of the CBC and CFC.
If you have any comments or questions regarding this report or the proposed use of these facilities,
please do not hesitate to contact the undersigned or the owner directly.
Respectfiilly submitted.
Robert G. Caputo
President
Fire & Life Safety • Consuiting • Planning • Analysis • Inspections
SAN DIEGO REGIONAL
HAZARDOUS MATERIALS QUESTIONNAIRE
OFFICE USE ONLY
UPFP#
HV#
BP DATE I I
Business Name Business Contact
-oofTTiO rtN\^iO
Teleptione #
Project Address Citv^ State Zip Code
''TZolO
APN#
Mailing Address City state Zip Code Plan Flle#
Project Contact Teleptione #
(-)i.D )«i\«>-*=i^oa
The following questions represent the facility's activities, NOT the specific project description.
PART I: FIRE DEPARTMENT - HAZARDOUS IWATERIALS DIVISION: OCCUPANCY CLASSIFICATION: 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.
1. Explosive or Blasting Agents 5. Organic Peroxides 9.
2. Compressed Gases 6. Oxidizers 10.
3. Flammable/Combustible Liquids 7. Pyrophorics 11.
4. Flammable Solids 8. Unstable Reactives 12.
Water Reactives
Cryogenics
Highly Toxic or Toxic Materials
Radioactives
13. Corrosives
14. other Health Hazards
•~t6..^None of These.
PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the
questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3 floor, San Diego, CA 92101.
Call (619) 338-2222 prior to the issuance of a building permit.
FEES ARE REQUIRED. Expected Date of Occupancy: / /
YES NO
1. •
2. •
3. •
4. •
5. •
6. •
Is your business listed on the reverse side of this form? (check all that apply).
Will your business dispose of Hazardous Substances or Medical Waste In any amount?
Will your business store or handle Hazardous Substances in quantities equal to or greater than
55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins In any quantity?
Will your business use an existing or install an underground storage tank?
Will your business store or handle Regulated Substances (CalARP)?
Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)?
• CalARP Exempt
/ Date Initials
• CalARP Required
/ Date Initials
• CalARP Complete
/ Date Initials
PART III: SAN DIEGO COUNTY AIR POLLUnON CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air
Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the Issuance of a building or demolition
permit. Note: If the answer to questions 3 or 4 Is yes, applicant must also submit an asbestos notification form to the APCD at least 10 woricing days prior to
commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more Information.
1.
YES
•
NO
~13
2. • •
• ^
Will the subject facility or construction activities Include operations or equipment that emit or are capable of emitting an air contaminant? (See the
APCD factsheet at httD://wvw.sdapcd.ora/lnfo/facts/permits.Ddf, and the list of typical equipment requiring an APCD pennit on the reverse side
of this from. Contact APCD If you have any questions).
(ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)?
(Public and private schools may be found after search of the California School Directory at httP.7Avww.cde.ca.oov/re/sd/: or contact the
appropriate school district).
will there be renovation that Involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos?
Will there be demolition involving the removal of a load supporting structural member?
Briefly describe business activities: Briefly describe proposed project:
-^fLr:^^^^r^ ID 44 <:.^. -rr-
I declare under penalty of perjury that to the best of my knowledge and belief thejjtsponses^ade herein are true and correct.
Name of owner or Authorized Agent signature of ( gr or Authorized Agent
to /2-Z /Qg;
Date
FOR OFFICIAL USE ONLY:
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
HM-9171 (04/07) County of San Diego - DEH - Hazjirdous Materials Division
PB0917.78 2875 LOKER AV EAST
SAFETY SYRINGES-INSTALL
^Hho ISII/U)
Approved
Building
Planning
a
Date/
Engineering
io<»*'7o'»
Fomn/Fe« Rec'd Due?
CFD V N
Encina V N
Fire V N
HazHealthAPCD Y N
PE&M Y N
School Y N
Sewer y N
Stormwater Y N
V N
V N
Y N
PFF Y N
Comments Date Date Date
Building
Planning
Engineering
Fire
Weed?
Application Complete?
Fees Complete?
By:
By: