HomeMy WebLinkAbout2500 CAMPBELL PL; CS; CBC2019-0378; PermitBuilding Permit Finaled
Commercial Permit
Print Date: 07/10/2020
Job Address: 2500 CAMPBELL PL, # CS, CARLSBAD, CA 92009-1700
{'city of
Carlsbad
Permit No: CBC2019-0378
Status: Closed -Finaled
Permit Type: BLDG-Commercial
2132610500
$20,000.00
Work Class: Tenant Improvement
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Project Title:
Track#:
Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Description: T-MOBILE: MODIFICATION TO CELL SITE
Property Owner:
CARLSBAD SELF STORAGE INVESTORS LLC
PO BOX 1368
FEE
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
CARLSBAD, CA 92018
ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-COMMERCIAL
Total Fees: $432.82 Total Payments To Date: $432.82
Applied:
Issued:
Finaled Close Out:
Inspector:
Final Inspection:
Contractor:
08/01/2019
01/14/2020
MColl
07/10/2020
X3 MANAGEMENT SERVICES INC
2128 AUTO PARK WAY
ESCONDIDO, CA 92029-1344
(760) 445-7689
Balance Due:
AMOUNT
$203.66
$142.56
$41.00
$39.00
$1.00
$5.60
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as 11fees/exaction.11 You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
( Cicyof
Carlsbad
COMMERCIAL
BUILDING PERMIT
APPLICATION
B-2
Plan Check Cf;{;;?o /9-03 r8
Est. Value ;/f).0 /)(X)-
PC Deposit ___ _, . .__ ___ _
Date _ _.3'-1-(.LI .;.../.;...[ _,_9 __
Job Address 2 Soo Ct. :Me~ \\ )?r c.<,
Tenant Name: ~:\ (,,$'',;, k:c,J...,s;,'\u.r.:. ~ <-
Suite: APN: '2 \ '3,-'2.l. I -oc;--o {) ----
CT/Project #: _________ Lot#: ___ _
Occupancy: ________ Construction Type: ____ Fire Sprinklers: yes/ no Air Conditioning: yes / no
BRIEF DESCRIPTION OF WORK:
D Addition/New: ___________ New SF and Use, ___________ New SF and Use,
____ Deck SF, Patio Cover SF (not including flatwork)
~Tenant Improvement: _____ SF,
_____ SF,
Existing Use ______ Proposed Use _____ _
Existing Use Proposed Use ______ _
0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _
0 Solar: ___ KW, __ Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No
D Plumbing/Mechanical/Electrical Only: ________________________ _
{Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to flle a signed statement that he/she Is licensed pursuant to the provisions of the Contractor's license Law
{Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged
exemption. Any vlolation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}).
1635 Faraday Ave Carlsbad, CA 92008
B-2
Ph: 760-602-2719 Fax: 760-602-8558
Page 1 of 2
Email: Building@carlsbadca.gov
Rev. 06/18
( OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations:
□ I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued.
□ I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performan~F of ~he wor~ f r
My workers'. corensatlon Insurance carrier and policy number a rec Insurance Comrany Name: J3 ti" t: fl r r--o.
Polley No.X: "-.l C. "i'<>O 7 5 'i Expiration Date: to I I '2-C) ' 7'.!I 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 be come
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful, and shall subject an employer to
crlmlnal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
Interest and attorney's fees.
CONTRACTOR SIGNATURE: -<if----~-+--+-...,=;. ""'/""2-(?""__,,___-_____ lJAGENT DATE: i ( 1 '-// 2-0
( OPTION B ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's license Law for the following reason:
□ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work
himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
□ 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).
□ 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. □ Yes □ No
2. I {have/ have not) signed an application for a building permit for the proposed work.
3. 1 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 (include name/ address/ phone/
contractors' license number):
S. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work):
OWNER SIGNATURE: __________________ □AGENT DATE: _____ _
CONSTRUCTION LENDING AGENCY, IF ANY:
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: ____________________ _
ONLY COMPLETE THE FOLLOWING 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
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No
ls 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.
APPLICANT CERTIFICATION:
I certify that 1 have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction.
1 hereby authorize representative of the Oty of cansbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF
THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height
EXPIRATION: Every permit Issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the bullding or work authorized
by such permit ls not commenced within 180 day from the date of ch pe ·tor if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period f 180 ys (Section 106 Unit Building Code). \ l
APPLICANT SIGNATURE: ..!.::,...,..,_t'4J.,i.L~lft::.~d,::_x. _______ DATE: _.::.~-~l-'-1 +--'-1-91----
1635 Faraday Ave Carlsbad, CA 92008
B-2
Ph: 760-602-2 19 Fax: 760-602-8558
Page 2 of 2
Email: Building@carlsbadca.gov
Rev. 06/18
Building Permit Inspection History Finaled
Ccityof
Carlsbad
PERMIT INSPECTION HISTORY for (CBC2019-0378)
Permit Type: BLDG-Commercial Application Date: 08/01/2019 Owner: CARLSBAD SELF STORAGE
INVESTORS LLC
Work Class: Tenant Improvement Issue Date: 01/14/2020 Subdivision:
Status: Closed -Finaled Expiration Date: 01/15/2021 Address: 2500 CAMPBELL PL, # CS
CARLSBAD, CA 92009-1700 IVR Number: 20759
Scheduled Actual Inspection Type Inspection No, Inspection Primary Inspector Reinspection
Date Start Date Status
06130/2020 06/30/2020 · BLDG-34 Rough 131435-2020 Failed Michael Collins Re Inspection
Electrical
Checklist Item COMMENTS Passed
BLDG-Building Deficiency No access No
BLDG-Final Inspection 131436-2020 Failed Michael Collins Relnspectlon
Checklist Item COMMENTS Passed
BLDG-Building Deficiency No
BLDG-Electrical Final No access No
07/06/2020 07/06/2020 BLDG-Final Inspection 131908-2020 Failed Michael Collins Relnspectlon
Checklist Item COMMENTS Passed
BLDG-Building Deficiency No
BLDG-Building Deficiency 7/06/20, no contractor on site. No
BLDG-Electrical Final No access No
07/07/2020 07/07/2020 BLDG-Final Inspection 132032-2020 Cancelled Michael Collins Relnspectlon
Checklist Item COMMENTS Passed
BLDG-Building Deficiency 7107120, cancelled per contractor No
BLDG-Building Deficiency No
BLDG-Building Deficiency 7106120, no contractor on site. No
BLDG-Electrical Final No access No
07/10/2020 BLDG-34 Rough 132391-2020 Scheduled Tony Alvarado
Electrical
Checklist Item COMMENTS Passed
BLDG-Building Deficiency No access No
BLDG-Flnal Inspection 132392-2020 Passed Tony Alvarado
Checklist Item COMMENTS Passed
BLDG-Building Deficiency 7106/20, no contractor on site. No
BLDG-Building Deficiency July 10, 2020: Yes
1. Existing T-Mobile cell site antennas and
electronic components and units
changed-out, like for like, same size and
same location on rooftop storage building,
behind parapet screened wall.
2. Approved (2) cell site antennas replaced
per engineered plans.
BLDG-Building Deficiency 7/07/20, cancelled per contractor No
BLDG-Electrical Final No access No
Friday, July 10, 2020
Inspection
Incomplete
Incomplete
Incomplete
Incomplete
Incomplete
Complete
Page 1 of 2
DATE: 8/13/2019
JURISDICTION: City of Carlsbad
PLAN CHECK#.: CBC2019-0378
✓• EsG1I
A SAH::.bu1lt Coinpa0y
SETI
PROJECT ADDRESS: 2500 Campbell Place
~ APPLICANT r JURIS.
PROJECT NAME: T-Mobile L600 Modification SD02436A Bressi Ranch Storage
~ The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D 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.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
~ EsGil staff did not advise the applicant that the plan check has been completed.
D EsGil staff did advise the applicant that the plan check has been completed.
Person contacted:
Date contacted:
Mail Telephone
0 REMARKS:
By: David Yao
EsGil
/ l't Telephone#:
(by: '7 1 ) Email:
Fax In Person
Enclosures:
8/5/19
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
City of Carlsbad CBC2019-0378
8/13/2019
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad
PREPARED BY: David Yao
BUILDING ADDRESS: 2500 Campbell Place
BUILDING OCCUPANCY:
BUILDING AREA Valuation
PORTION ( Sq. Ft.) Multiplier
cell site revisions
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
--------------------·--
Bid . Permit Fee b Ordinance g y ..,,
Plan Check Fee by Ordinance =~]
Type of Review: Complete Review
D Repetitive fee
PLAN CHECK#.: CBC2019-0378
DATE: 8/13/2019
Reg. VALUE ($)
Mod.
per city 20,000
20,000
D Structural Only
I
· --;;] Repeats
D Other
D Hourly
EsGII Fee
f--------11 Hr. @ •
$132.141
Comments:
Sheet of
1387 Calle Avanzado. San Clemente, CA 92673 949-391-6824
Structural Analysis
for
T-Mobile
Revision Record
o I 7/24/2019
Site Name BRESSI RANCH STORAGE
Site Number SD02436A
Project L600 MODIFICATION
Site Location 2500 CAMPBELL PLACE
CARLSBAD, CA, 92009
Structure Tvoe Rooftoo
Structural Usage Ratio 33%
Overall Result PASS
Scanned, electronic, or other reproductions of these Structural Calculations may be provided for recording purposes or to expedite receipt of
information. In no event shall this document be used as a certified version of the Structural Calculation unless a wet seal and signature is present.
Page 1 of 12
M SQIJ.~~E.&~.•
387 Calle Avanzado
San Clemente, CA 92673
949-391-6824
Assumptions and Limitations:
7/24/2019
SD02436A
HT
The analysis contained herein is performed to the minimum design wind, ice, and other
environmental loading prescribed by the governing codes and standards. Other, larger loading
conditions required by the local jurisdiction or structure owner should be made known to M Squared
immediately for analysis. No lessor conditions will be accommodated. If wind or ice or other relevant
parameters are different from the minimum values recommended by the local adopted code, the
client shall specify the exact requirements.
The analysis performed is to the theoretical capacity of the members and connections. No
accommodations are taken for any damaged, rusted, deteriorated, or otherwise compromised
member conditions. The members and components of the structure/tower analyzed herein are
assumed to be monitored and properly maintained. This analysis shall not be considered a condition
assessment of the structure. It is the responsibility of the client's contractor to notify the Engineer of
Record of any fatigued or compromised components prior to construction so appropriate measures
are implemented, if required.
Information provided by the client is assumed accurate and current. The client has the sole
responsibility to ensure the information provided to the Engineer of Record and used in the
performance of this analysis is complete and correct. In the absence of information to the contrary, it
is assumed that all structures were constructed in accordance with the drawings and specifications
produced by M Squared and that their capacity has not significantly changed from the "as new"
condition. In addition, in the absence of building plans or original construction documentation, the
proposed design can only be determined from observable field data and is supplemented by best
judgement and experience. If any additional information is presented at any time that contradicts
what is referenced in this analysis, the analysis becomes invalid and must be performed again with
the new information.
Construction not performed in accordance with the provisions contained herein will void
this report. It is assumed that construction drawings and performance of work shall be modified to
comply with the conditions and limitations determined herein. Discrepancies between field
conditions and this report should be immediately brought to the attention of the Engineer of
Record for review.
Page 2 of 12
,.
' .
M SQIJ~~E&;,
387 Calle Avanzado
San Clemente, CA 92673
949-391-6824
Scope of Work: Analyze existing site frame components for proposed loading conditions.
Site Data:
• Seismic Design Category D
• Soil Class " D
• Short Period Spectral Response Coefficient, Sos 0.713g
• Wind Design Category 8
• Base Wind Speed, Vu1t 110 mph
Standards:
CBC 2016 Title 24 Part 2, California Building Code •
•
•
•
•
•
•
ASCE 7-10 Minimum Design Loads for Buildings and Other Structures
TIA-222-H Structural Standard for Antenna Supporting Structures and Antenna
ANSI/ AISC 360 Specification for Structural Steel Buildings
AC! 318 Building Code Requirements for Structural Concrete
ACI 530 Building Code Requirements & Specification for Masonry Structures
ANSI/ AWS NDS National Design Specification for Wood Construction
References:
Type Author Title/Name/Proiect No. Rev.
Construction M Squared Wireless SD02436A-L600 MODIFICATION B
Drawin2s
Recommendations:
7/24/2019
SD02436A
HT
Date
07/17/2019
Site is adequate to support the proposed installation. Referenced construction drawings should be
modified to reflect the conclusions and design assumptions used in this report.
Page 3 of 12
M SQlJAREc,,
Structural Analysis
Revision 0
Seismic Loads
7/24/2019
5D02436A
HT
Latitude and longitude were determined from existing as-builts and confirmed using GoogleEarth. Design spectral acceleration
parameters were optained using NSHMP Hazard, a program by USGS for determining seismic values within the continental US.
5, = 0.350 (from U5G5) 5Ms = 1.069 (from U5G5)
Telecommunication cabinets, radio equipment, and appurtenances are non-structural components to be designed under the
provisions of ASCE 7-10, chapter 13.
Elevated Appurtenances
Amplification Factor, aP: 1.0
Response Factor, RP: 2.5
Importance Factor, IP: 1.00
Connection Height, z: 32.5 ft
Building Height, h: 35.0 ft
Calculations
S05 = 0.713 g
Seismice Design force: Fp = (0.4aPS05Wp)/(Rp/lp)*(1+2z/h) =
Fp,Mon= 0.214Wp
Fp,max= l.140WP
Use Eh = O..: = 0.326 WP
Wind Loads
0.326 WP (Eq. 13.3-1)
(Eq. 13.3-2)
(Eq. 13.3-3)
Wind forces for building appurtenances are determined in accordance with ASCE 7-10 chapter 29.
Category: II
Basic Wind Speed: V =
Exposure Catagories:
0.9
1.0
Elevated Appurtenances
110 mph
B
Height Above Ground, z = 32.5 ft
K1 = 2.01(15/zg}21a = 0. 717
Velocity Pressure with no Ice: Qz = 0.00256KzKnKdV2 =
Minimum Design Wind Loading, qmin = 16.0 psf
Use q, = 19.98 psf
Gust Effect Factor, G = 0.85
Excerp from ASCE 7-10 Table 29 3-1
a z, Zmin C I E
B 7 1200 30 0.3 320 0.333
C 9.5 900 15 0.2 500 0.2
D 11.5 700 7 0.15 650 0.125
20.0 psf
Page4 of 12
(A5CE 7-10 section 26.5)
(A5CE 7-10 Table 26.6-1)
(A5CE 7-10 section 26.8.2)
(A5CE 7-10 Table 29.3-1)
(A5CE 7-10 Eq. 29.3-1)
(A5CE 7-10 section 29.8)
M SQllARE&,.
Structural Analysis
Revision 0
Appurtenance Properties and Forces
Description Weight
(lbs)
FFHH-65A-R3 73
AIR3246 B66 179
AIR3246 B66/B2A 179
RRUS 4449 Bl 7+B12 70
Description Cf,fron/
FFHH-65A-R3 1.315
AIR3246 B66 1.345
AIR3246 B66/B2A 1.345
RRUS 4449 B17+812 1.302
Notes:
Height
(in)
48.2
58
58
IS
Ct,sode
a
1.370
1.387
1.387
1.310
Width Depth
(in) (in)
25.2 9.3
15.7 9.3
15.7 9.3
13.2 9.3
Wind Forces Seismic Forces
Af,front At,,ide Ffront
b f side
b a, 0.2S0sD
(ft') (ft') (lbs) (lbs) (lbs) (lbs)
8.44 3.11 188 72 24 10
6.32 3.75 144 88 58 26
6.32 3.75 144 88 58 26
1.38 0.97 30 22 23 10
a -Force coefficients Ct are determined from ASCE 7-10 figure 29.5-1 for square cross sections and interpolated
for varying aspect ratios.
b -F = qzGCiA1, ASCE 7-10 equation 29.5-1.
Page 5 of 12
7/24/2019
SD02436A
HT
M SQllAREit,.
Structural Analysis
Revision 0
Appurtenance Load Distribution -WIND GOVERNED / I 2" Pipe
36.S rl
<,: z ···► z b= :40.2 w w. 188 # >-z <,:
f94.64 #
+--,r
,,!
36.S #
• D= 73 #
a= 10.0
Appurtenance Load Distribution -WIND GOVERNED / ! 2" Pip.;;.e__,
:130.9 # er r= N
<,: z z
b= '40.2 w >-w. 144 #
z <,:
~l.87 # ,rd -j--.. ..11
89.5 •
D= 179 #
a= 10.0
ASD: 1.00+0.6W
D= 73.0 lbs
w,_ 188.0 lbs
a-10.0 inch
b-40.2 inch
V-shear 37 lbs
Tensile 131 lbs
95 lbs
ASO: 1.0D +0.6W
D= 179.0 lbs
w,_ 144.0 lbs
a= 10.0 inch
b= 40.2 inch
V-shear 90 libs
Tensile 131 libs
42 I lbs
Page 6 of 12
7/24/2019
5002436A
HT
M SQl,JARE-,,
Structural Analysis
Revision 0
Appurtenance Load Distribution -WIND GOVERNED
,130.9 #
[r
89.S
b= ) 40.2
41.87 # •. :r=4
89.S #
/ ,_! ......;2;;.." Pipe
N')
<( z z ~ z
<(
" D= 179 #
a= 10.0
Appurtenance Load Distribution -WIND GOVERNED
2" Pipe
p5.41 # r 35
b= i 40.2
tJ.587
35 #
t:: z ::,
0 0 <(
"'
a= 10.0
t
D= 70 #
I
ASD: 1.0D +0.6W
D= 179.0 lbs
WH= 144.0 lbs
a= 10.0 inch
b= 40.2 inch
V-shear 90 lbs
Tensile 131 lbs
42 lbs
ASD: 1.00 +0.6W
o-70.0 lbs
w,. 30.0 lbs
a-10.0 inch
b= 40.2 inch
V-shear 35 !1bs
Tensile 35 ! lbs
Page 7 of 12
7/24/2019
5002436A
HT
M SQUAREl-~
Structural Analysis
Revision O
'·
I l /
-I • I(., : 1.' -{j' .I 4 1.. -,,
o--------
~ bi ,,.ed ~ti 0
\&vrwlJ-) (J 3;; 1 ¾'.. -:ft
-----
1 "'/ .)
0
-::}' _ 0 l1
;~~lj
pt
e > cp ~ ·P -G 32 1 < ----
Page 8 of 12
7/24/2019
5002436A
HT
M SQUAREC-,
VVlnELCSS
SD02436A
M Squared Wireless
1387 Calle Avanzado
San Clemente, CA 92056
Project Title:
Engineer:
Project ID:
Project Descr:
L600
HT
SD02436A
Pnnted 24 JUL 2019 I 09PM
Steel Beam File= M:\Projects\$$truc\T J9WMO-K\Macro\SD02436\S40JOL -Ul7FT BEAM CALC .. ec6 .
Sott.vare copyright ENERCALC, INC. 1983-2018, Build:10.18.11.30 .
Description : 7 Ft· Steel Angle· Vertical Load
CODE REFERENCES
Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method : Allowable Strength Design
Beam Bracing : Completely Unbraced
Bending Axis : Major Axis Bending
Vertical Leg Up
Fy : Steel Yield :
E: Modulus :
36.0 ksi
29,000.0 ksi
D(O 09) 0(0 09)
L4x4x1/4
S pan ; 7.0 ft
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Load(s} for Span Number 1
Point Load : D = 0.0370 k @ 1.333 ft, (Antenna 1)
Point Load : D = 0.0350 k@ 2.50 ft, (Radio}
Point Load : D = 0.090 k @ 3.667 ft, (Antenna 3)
Point Load : D = 0.090 k@ 5.50 ft, (Antenna 3)
DESIGN SUMMARY
0.172: 1 Maximum Bending Stress Ratio =
Section used for this span
Ma : Applied
Mn / Omega : Allowable
Load Combination
L4x4x1/4
0.333 k-ft
1.938 k-ft
DOnly
Maximum Shear Stress Ratio =
Section used for this span
Va : Applied
Vn/Omega : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
3.660ft
Span# 1
0.000 in Ratio=
0.000 in Ratio=
0.032 in Ratio=
0.000 in Ratio=
Location of maximum on span
Span# where maximum occurs
0 <360
0 <360
2628 >=180
0 <180
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios Summary of Moment Values
Segment Length Span# M V Mmax + Mmax-Ma Max Mnx Mme/Omega Cb
D Only
Dsgn. L = 7 00 ft 0.172 0.012 0.33 0.33 3.24 1.94 1.18
-+-060D
Dsgn. L = 7.00 ft 1 0.103 0.007 0.20 0.20 3.24 1.94 1.18
Overall Maximum Deflections
Load Combination Span Max.•.• Defl Location in Span Load Combination
DOnly 1 0.0320 3.560
Vertical Reactions Support notation : Far left is #1
Load Combination Support 1 Support 2
Overall MAXimum 0.138 0.161
Overall MINimum 0.083 0.096 Page 9 of 12
D Only 0.138 0.161
Desi n OK
0.012 : 1
L4x4x1/4
0 1605 k
12.934 k
DOnly
7.000 ft
Span # 1
Summary of Shear Values
Rm Va Max Vnx Vnx/Omega
1.00 0.16 21.60 12.93
1.00 0.10 21.60 12.93
Max."+" Defl Location in Span
0.0000 0.000
Values in KIPS
M SQUAREC•:J
VVIRCLCSS
Description : 7 Ft · Steel Angle· Vertical Load
Vertical Reactions
Load Combination Support 1
-+-0.60D 0.083
SD02436A
M Squared Wireless
1387 Calle Avanzado
San Clemente, CA 92056
Project Title:
Engineer:
Project ID:
Project Descr:
L600
HT
SO02436A
Pnnted 24 JUL 2019 109PM
File= M:\Projects\SSlruc\T J9WMO-K\Macro\SD02436\S40JOL -U\7FT BEAM CALC .ec6 .
Software copyright ENERCALC, INC. 1983-2018, Build'.10.18.11.30 .
Support notation : Far left is #1 Values in KIPS
Support 2
0.096
Page 10 of 12
,
M SQUAREC•l
VVIRCLESS
SD02436A
M Squared Wireless
1387 Calle Avanzado
San Clemente, CA 92056
Project Title:
Engineer:
Project ID:
Project Descr:
L600
HT
SD02436A
Printed 24 JUL 2019 1 06PM
Steel Beam File = M:\Projects\SStruc\T J9WMO-K\Macro\SD02436\S4OJOL -U\7FT BEAM CALC .. ec6 .
Software copyright ENERCALC, INC. 1983-2018, Build:10.18.11.30 .
t •• t :
Description : 7 Ft -Steel Angle -Horizontal
CODE REFERENCES
Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method : Allowable Strength Design
Beam Bracing : Completely Unbraced
Bending Axis: Major Axis Bending
Vertical Leg Up
Fy : Steel Yield :
E: Modulus:
0(0 037) W (0.094) D(0 .035)
1
w (o_o, 5)
I
D(0.014) W (O 072) l •-.,~-•r,...,ft -
L4x4x1/4
Span = 7.0 ft
36.0 ksi
29,000.0 ksi
I • I ,.
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Load(s) for Span Number 1
Point Load : D = 0.0370, W = 0.0940 k@ 1.333 ft, (Antenna 1)
Point Load: D = 0.0350, W = 0.0150 k@ 2.50 ft, (Radio)
Point Load : D = 0.0140, W = 0.0720 k @ 3.667 ft, (Antenna 3)
Point Load : D = 0.0140, W = 0.0720 k@ 5.50 ft, (Antenna 3)
DESIGN SUMMARY
Maximum Bending Stress Ratio =
Section used for this span
Ma : Applied
Mn / Omega : Allowable
Load Combination
Location of maximum on span
Span# where maximum occurs
Maximum Deflection Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
0.155: 1
L4x4x1/4
0.297 k-ft
1.920 k-ft
·+{}+0. 60W
3.660ft
Span# 1
Maximum Shear Stress Ratio =
Section used for this span
Va : Applied
Vn/Omega : Allowable
0.026 in Ratio =
0.000 in Ratio=
0.030 in Ratio=
0.000 in Ratio=
Load Combination
Location of maximum on span
Span # where maximum occurs
3,278 >=360
0 <360
2799 >=180
0 <180
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios Summary of Moment Values
Segment Length Span# M V Mmax + Mmax-Ma Max Mnx Mme/Omega Cb
DOnly
Dsgn. L = 7.00 ft 0,077 0.007 0.15 0.15 3.23 1.93 1.17
+D+0.60W
Dsgn. L = 7.00 ft 0.155 0.013 0.30 0.30 3.21 1.92 1.14
+D-0.60W
Dsgn. L = 7.00 ft 0,011 0.002 0.01 -002 0.02 3.41 2.04 1.61
+D+0.450W
Dsgn. L = 7.00ft 0.134 0.011 0.26 0.26 3.20 1.92 1.13
+D-0.450W
Dsgn. L = 7.00 ft 0.023 0.002 0.05 0.05 3.41 2.04 1.62
+0.60D+0.60W
Dsgn. L = 7.00 ft 0.125 0.010 0.24 0.24 3.21 1.92 1.14
+0.60D-0.60W Pag~O~ 1 of 12 Dsgn. L = 7.00 ft 0.032 0.003 -. 0.o? 3.71 222 1.18
Rm
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Desi n OK
0.013 : 1
L4x4x1/4
0.1665 k
12.934 k
+D-+0.60W
0.000 ft
Span# 1
Summary of Shear Values
Va Max Vnx Vnx/Omega
0.09 21.60 12.93
0.17 21.60 12.93
0.03 21.60 12.93
0.15 21.60 12 93
0.02 21.60 12.93
0.13 21.60 12.93
0.04 21.60 12.93
Steel Beam
Description : 7 Ft -Steel Angle -Horizontal
SD02436A
M Squared Wireless
1387 Calle Avanzado
San Clemente, CA 92056
Load Combination
Segment Length
Max Stress Ratios
Span# M V Mmax + Mmax-
+0.60D
Dsgn. L = 7.00 ft 1 0.046 0.004 0.09
Overall Maximum Deflections
Load Combination Span Max."-" Deft Location in Span
+D+0.60W 1 00300 3.440
Project Title:
Engineer:
Project ID:
Project Descr:
L600
HT
SD02436A
Printed 24 JUL 2019. 1 06PM
File= M:\Projects\SStruc\T J9WMO-K\Macro\SD02436\S40JOL ·U17FT BEAM CALC .. ec6 .
Software copyright ENERCALC, INC. 1983-2018, Build:10.18.11.30 .
Summary of Moment Values Summary of Shear Values
Ma Max Mnx Mme/Omega Cb Rm Va Max Vnx Vnx/Omega
0.09 3.23 1.93 1.17 1.00 0.05 21.60 12.93
Load Combination Max."+' Deft Location in Span
0.0000 0.000
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 0.166 0.132
Overall MINimum 0.051 0.037
D Only 0.085 0.061
+D+0.60W 0.166 0.132
+D+0.450W 0.146 0.114
+0.60D+0.60W 0.132 0.107
+0.60D 0.051 0.037
WOnly 0.135 0.118
Page 12 of 12
• SAN DIEGO REGIONAL
HAZARDOUS MATERIALS
QUESTIONNAIRE
OFFICE USE ONLY
RECORD ID I ___ ,...,.,.....,.,.,....-....,.,.,,....,,..-:--,,,..,.,........,:,-;r.,...,.r.;:::-;--1
PLAN CHECK, l?i..Pl.'11'l ~ Fil-I /IA ae ,,,,iJO 2 751
l ~~ ~D~ /
Business Name Business Contact Telephone #
questtOOs is yes. applicant must contact lhe ounty o an iego Hazardous
Call (858) 505-6700 prior to the Issuance of I building pem,it.
FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy:
I NO (for new construction or 19fflodeing projects}
1. i Is your bu$iness fisted on the ntYerse side of this form? (check all that apply}.
2. Wil your business dispose of Hazardous Substances or Medical Waste in any amount?
3. 0 Wil your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500
4. D
5. D
s. D
1. □
B. D
pounds and/or 200 cubk: feet? 29-Wil your business store or handle can:inogens/reproductive toxins in any quantity?
I Wil your business use 1n existing or install an underground storage tank?
Wil your business store or handle Regulated Substances (CalARP)?
Wil your business use 01' instil a Hazardous Waste Tank System (Title 22, Article 10)?
~ Wil your business store petroleum in tanks or containen1 at your facility with a l0lal facility storage capacity equal to
or reater than 1,320 anons? California's Above round Petroleum Stora e Act .
1/l'ly of the
3
D CalARP Exempt
I
0 CalARP Required
I
Dale Initials
0 CalARP Complete
Dale !Mais
~ 18ks~ Ql!~~IU!R P?a~~Tl~C~:!B Dl~ICT (APCD): Any YES· answer requires a stamp from APCD 10124 Old Grove Road. San , 9131 _____ !;Q_Unty. ___ ( ) ~). ['stamp required if 01 Yes il!!t 03 Yes g 04-06 No). The following questions are intended
to identify the majority o air pollution Issues at the planning stage. Projects may require additional measures not identified by these questions. For C01T1prehensive
requirements contact APCD. Residences -typicaly eltempt, except -those with more than one building• on the property; single buildings with more than fot.-
~ling units; townhomes; condos; mixed-commen:ial use; deWberate bums; residences fonning part of a larger project rExcludes garages & srna• outbuildings J
YES NO
~: B I
3. D I!,.
4. D ~
5. D f5.
Wil the project disturb 160 squ-feet or more of existing building materials?
Wil any load suppol1ing structural members be removed? Notification may be l9QUired 10 working days prior to commencing demolition.
(ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos C011$Ultant or Site Sun,eillance
T echniclan?
(ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results. will the project disturb any asbestos containing material? Notification
may be required 1 O working days prior to commencing asbestos removal.
WiR the project or associated construction equipment emit air contaminants? See the reverse side of this fonn or APCO factshNt
cwww.sdaocd.orq/infolfacts/oermtts.pdf) for typical equipment requiring an APCO permit.
ANSWER ONLY IF QUESTION 5 IS YES) WiU the project or associated construction equipment be located within 1,000 feet of a school
S nature of Owner or Authorized A ent Date
FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ____________________________ _
BY:
HM-9171 (08/15)
APCO
DATE:
III\.IAKO FOIi 9UIU)lolG NIIIIIT IIUT NOT fOII OCC\WANCY ll!L.eARO fOII OCCUl'NICY
COUNTY-HMO APCO COUNTY-HMO
RECEIVED
JAN 1 4 2020
CITY OF CARLSBAD
!LOil\ G DIVISION
APCO
ltempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply
County of San Diego -DEH -Hazardous Materials Division