HomeMy WebLinkAbout2006 PALOMAR AIRPORT RD; 108; CBC2020-0009; PermitBuilding Permit. Finaled
(7city of
Carlsbad.
Commercial Permit
Print Date: 06/12/2020
Job Address: . 2006 Palomar Airport Rd, 108A/B
Permit Type: BLDG-Commercial Work Class: . Patio
Parcel No: 2130201800 Lot #:
Valuation: $2,478.33 Reference #:
Occupancy Group: Construction Type:
# Dwelling Units: Bathrooms:
Bedrooms: Orig. Plan Check #:
Plan Check #:
Permit No: CBC2020-0009
Status: Closed - Finaled
Applied: 01/08/2020
Issued: 04/30/2020
PermitFinal
Close Out:
Inspector: TAlva
Final
Inspection: 06/12/2020
Project Title:
Description: CARLSBAD JET CENTER: 201 SF PATIO COVER (ONE 172 SF AT 108A// 29 SF AT 108B)
Owner: Contractor:
COUNTY OF SAN DIEGO INTEGRATED SIGN ASSOCIATES
Public Agency . 1160 Pioneer Way, Suite M
El Cajon, CA 92020-1944
858-694-2960 619-579-2229
FEE .
AMOUNT
BUILDING PERMIT FEE ($2000+) . $52.87
BUILDING PLAN CHECK FEE (BLDG) . $37.01'
SB1473 GREEN BUILDING STATE STANDARDS FEE . $1.00
STRONG MOTION-COMMERCIAL $0.69
Total Fees: $91.57 Total Payments To Date: $91.57 Balance Due: $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 "fees/exaction." 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
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov 'Page 1 of 1
Name:
Address:
City: —
Phone: —
Email:
State: Zip:
Architect State License:
COMMERCIAL (J,(20 cx,cY'? (City of Plan Check BUILDING PERMIT J Est. Value
Carlsbad
APPLICATION PC Deposit _________
B-2 Date I ?' 7...020
Job Address OO( A\ 1 LA( f)t(it QX Suite: APN: -hIn 0 L( 760
Tenant Name: CAQ-ca f'r CT/Project #: Lot #:_________
Occupancy: Construction Type: Fire Sprinklers: yes / no Air Conditioning: yes I no
BRIEF DESCRIPTION OF WORK: C) c ejS
I Addition/New: New SF and Use, __New SF and Use,
.- Deck SF, Patio Cover SF (not including flatwork)
Tenant Improvement: SF, Existing Use Proposed Use
SF, Existing Use Proposed Use
Pool/Spa: SF Additional Gas or Electrical Features?
El Solar: KW, _____ Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes I No
0 Plumbing/Mechanical/Electrical Only:
0 Other:
APPLICANT (PRIMARY) PROPERTY OWNER
Name:- Lñ1it c ap.4i Name: 30a&LACk 'C\c3CP0)
Address: f)v'W R-r 0(jLSJ,. Address: cc(o_a
City:- State: Zip: _Wt City:Ar\3bAb State:CA__Zip:
Phone: Phone:
Email: 6JL'Q6k CcYV Email:
enie l_?c5(Crt,C..O
DESIGN PROFESSIONAL CONTRACTOR BUSINESS
Name: QcO%
Address: ..SLu'\t fri
City: _Q\CIii#i State: (.4 _Zip:
Phone: 1- 2"L'L&
Email: 4L( 11Lk. LY
State License: I Bus. iicens:LDS/g --
(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 file 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 violation 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 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingccarlsbadca.gov
B-2 Page 1 of 2 Rev. 06/18
(OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations:
0 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
7w. which this permit is issued.
I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the jMrformance of the work for which this permit is issued.
My workers' compensation insurance carrier and policy number are: Insurance Comppn Name: (JtD (cf..S'i '-•
Policy No. WC. C1)1 MC.r Expiration Date: I O I I (7 Otb (,1
O 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
criminal penalties and civil fines up to $100,0 lin 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: fl(JAO/C(k_) DAGENT DATE: 1-202t)
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that lam exempt from Contractor's License Law for the following reason:
O 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).
O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
0 I am exempt under Section __Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No
2.1 (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):
4.1 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):
5. 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: DAGENT 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? 0 Yes 0 No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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 I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CI1't' INCONSEQUENCE OF
THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5V deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized
by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 1 days (Section 106.4.4 Uniform Building Code).
APPLICANT SIGNATURE: J1\cyJL1Ldj6?__%._..__ DATE:
,
/ Jg(7
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BUiIdingCarIsbadca.gov
B-2 Page 2 of 2 Rev. 06/18
Permit Type: BLDG-Commercial Application Date: 01/08/2020 Owner: COUNTY OF SAN DIEGO
Work Class: Patio Issue Date: 04/30/2020 Subdivision: RANCHO AGUA HEDIONDA POR
OF
Status: Closed - Finaled Expiration Date: 04/30/2021 Address: 2006 PALOMAR AIRPORT RD, # 108A/
IVR Number: 24164 CARLSBAD, CA 92011-4419
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
05/20/2020 0512012020 BLDG-11 . 128074.2020 Passed Tony Alvarado Complete
FoundatlonlFtg!Piers
(Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency May 18, 2020: No
Footings (4) total quantity, new pad
footings with steel reinforcement rebar per
engineers plan-approved.
Structural engineer/or soils engineer to
provide a letter stamped and signed
addressing water intrusion at the bottom of
one isolated pad footing at rear side
location of project.
InformedSuperintendent Gary, no
concrete will be poured pending resolution
approval letter from a soils/geotechnical
engineer.
BLDG-Building Deficiency May 20, 2020: Yes
All corrections addressed regarding
water intrusion at isolated footing
locations.
Letter/soils report from soils engineer
addressed water intrusion at footing
locations.
All footings scope of footings with steel
reinforcement rebar work-approved.
BLDG-1 2 Steel/Bond 128073-2020 Passed Tony Alvarado Complete
Beam
Checklist Item COMMENTS Passed
BLDG-Building Deficiency May 20, 2020: Yes
All corrections addressed regarding
water intrusion at isolated footing
locations.
Letter/soils report from soils engineer
• addressed water intrusion at footing -
. • locations.
3. All footings scope of footings with steel
reinforcement rebar work-approved.
06112/2020 06/12/2020 BLDG-Final Inspection 130009.2020 - Passed Tony Alvarado Complete
Friday, June 12, 2020 •
Page 2 012
(city of
Building Permit Inspection History Finaled Carlsbad
Permit Type: BLDG-Commercial Application Date: 01I08/2020 Owner: COUNTY OF SAN DIEGO
Work Class: Patio Issue Date: 04/30/2020 Subdivision: RANCHO AGUA HEDIONDA POR
OF
Status: Closed - Finaled Expiration Date: 04/30/2021 Address: 2006 PALOMAR AIRPORT RD. # 108A1
CARLSBAD, CA 92011-4419
IVR Number: 24164
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
05/18/2020 0511812020 BLDG-11 127726-2020 Failed Tony Alvarado Reinspection Incomplete
FoundationlFtg/Plers
(Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency May 18, 2020: No
Footings (4) total quantity, new pad
footings with steel reinforcement rebar per
engineers plan-approved.
Structural engineer/or soils engineer to
provide a letter stamped and signed
addressing water intrusion at the bottom of
one isolated pad footing at rear side
location of project.
3. InformedSuperintendent Gary, no
concrete will be poured pending resolution
approval letter from a soils/geotechnical
engineer.
BLDG-Final Inspection 127727-2020 Failed Tony Alvarado Reinspection Incomplete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency May 18, 2020: No
Footings (4) total quantity, new pad
footings with steel reinforcement rebar per
engineers plan-approved.
Structural engineer/or soils engineer to
provide a letter stamped and signed
addressing water intrusion at the bottom of
one isolated pad footing at rear side
location of project.
InformedSuperintendent Gary, no
concrete will be poured pending resolution
approval letter from a soils/geotechnical
engineer.
BLDG-Structural Final May 18, 2020: No
Footings (4) total quantity, new pad
footings with steel reinforcement rebar per
engineers plan-approved.
Structural engineer/or soils engineer to
provide a letter stamped and signed
addressing water intrusion at the bottom of
one isolated pad footing at rear side
location of project.
InformedSuperintendent Gary, no
concrete will be poured pending resolution
approval letter from a soils/geotechnical
engineer.
Friday, June 12, 2020 Page 1 of 2
EsGil
A SAFEbuitttompariy
DATE: 3/17/2020
JURISDICTION: Carlsbad
OJt PLICANT
/JU
PLAN CHECK #.: CBC2020-0009 SET: II
PROJECT ADDRESS: 2006 Palomar Airport Rd.
PROJECT NAME: Airport Patio Covers
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
Lii 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.
EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted:3fr11?v (by:/Vl) Email:
Mail Telephone Fax In Person
eor IN REMARKS: Complete set of plans was submitted to EsGilvi e-mail. that complete set of
plans matching set being approved is provided at the City.
By: Richard Moreno Enclosures:
EsGil
2/21/2020
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
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JET CENTER
PROPOSED CONDITIONS - 9.2 END VIEW
SCALE: NTS
5•••
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Integrated SIGNS
ri.&M r cJLrI tr •
1150 Poiieer Way. Suite M
El Cajon. California 92020-1944
T. 619379.2229 I F 619.579.7651
Isasiqu corn I Into E4sas1gn.com
ORIGINAL CONCEPT
Hits design Is the exclusive Pronerly
at 111111016tod SIgns and carniot be
reproduced in wbne or part
wlihoiil thlt pilot vnflten consoiut.
9.2 - PATIO COVER QUANTITY: I PATIOCOVER
Si.rn N3:
SCALE: 1/4' = 1'-' 5 /14
Structural Calculations
'Prepared Fth
Int:igtiLd Sign
1160 Pioiier Way, Suk M
I1 Cajon, CA 9202()
J[S.2113i
CizIsbad Jet Ccuitr — Sign typc 9.1
20flIS Th1oniar a.kpti:i ILsnd
Caxtsbad, CA
Prepared 'By:
XI inc.
P.O. Ix 40205()
Sninit Ckidta, CA 91380
Carlsbad
JET CENTEfl
P1 tCI ion" -
PATIO COVER
206 Iornir Airport Road
CMshad, ç ,a92Oi 1
ft.. S.....
2O923:O1 •••• S..... .• SS S••SS
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Integrated SIGNS
-r.
Jnnwu1 10, 2020
'I'0411 V, - pigeis imbiding cover
1160 Pofter- Way, Suite M
El Cajon, California 9200-1944
T: 619.579.2229 I F: 619.579.7651
isaslçjii.com I Info isdSign.com
010NA1 CONCEPT
ibis design i the exclusive ,roaerty
of Iii tgiited Signs and, cannot lie
ieprodiiced in whole or pert
wlihcul their p;lo wijilon consent.
SIGN TYPE 9.1 - ENGINEERING Sheet No,:
6/14
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NOTES:
GENERAL., STEEL: VWLQINUI
S14RN111111101115 UASL11i ON AOEOUA1 E EXISTING SUPPORT ELIIMEIITS. DGPJ Alto FABRICATION 4CC 381ZN0 SOIDIDOSO
.PRCvUEiSOLAT)Ol4OESI8SIMLARMTtJliAI. Pi.AIS. Asr2ill, CHAI?IEL1SII, AND 1111.41 (1EliSlM A5 FARFUltATIVIO AV 511,
COATAU.4I54UU 111 COUTAIT PAY" ICONCRETE (MilIZINC PICIIPAINT nouirn plprl AS1M 483 1IThf14 F Oil 11OUIvALit4t AW5CFH1IErnTi1SfiRPI3Hl5ft1 FOR At *illur.mp.41, ircs.
ThERE IS NO PROTSCIIO)IZOIISASDEFINED I1MISC 3.41 -10, 41JI IA'1DIIU .414544 1SULAJ1 IUISL AST, M A1CU MAM 0 F381tN FIT! CjlROM 4lA $IS44WPRC8SS.
PROVIDE FULLY %DEDEND CAPS AT EXPOSED 05214 111108 OF OR FOLAVArEnT. EscxEtEc1rLooE FOR GMAWFRQCE5S.
STLAUJIIt, IUBSS. MATCH TH:CKNESS LIKE FOR LONE. ALl. 4111140R5 ROLlS SHOUlD 011 P411144 11154 'Ii SIP 04105 FXFOSEDFOOTIAIGAVIAT FRCNLIIRS?CT PURIA1. PollS 'ALL 11111111. 185C141? (.0 IlOLIS SISOULO BE.ASIMA207 u,wins wisu.tr wpr . 11114 P11 I niarr 'TNAl VOl'. PIIC)11'I4J1 ALl. ZXi1O8EQ STEEL 1515111 P818135 PAIIHI I) OR ALI(.IINAII45LV AL51fdNJ. C4II.4L Mf4iIIP4LI4 tjotlC OULIJIIE_AoTM 451115 thAi' ItAVE AMII4.ILIMCtlARPY 14 tlrjrcai 0111584W 15511 USC GALVANWIO STEEL ALL DOLTS TO 811104111 COATED BY (1401 DS'PEO)A&TM 4153 OR 12329 412114409' PS OEIUWIIJEU SY TIlE PJ*'ROPRIATE.AV4 #18 CLASSIPIEA1 ION UEFOHMEO REINFORCiNG RE8ARASDe1ASI5 GRAM 84 TEST METHOD cii .irs. ctnnncAtscN. ANCHORS: A)UIIDNuM _______
884440 NAIlS APPROVED PC . INSTALLED 4441111011$ SPC5Ifl50 Oil OEGIO4UDrADfl1CATI0N ACC000INOIO 2018 AlUM 01161044 MANUAl. lirSi011 ANj)rAnRjr-ATICNACCCfDING 10 AW3 Oil. p.U,YSLOINS Ill
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'S
Carlsbad
JET CENTER
PII)f(.51 OCI (IOU -
PATIO COWR
2008 Palomar Airport Road
Carlsbad, ii 92011
.... ...... •
8,01454-140.. 20021301 S..... S..... . S S S_S . . S • S S 5a1ssninr1 • AC • S • ••SS•• S .-. S • •S•'SS
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._. ._ - 5c11i,: as note I .... S...
S •_____I S... fluSI 11,31:
A
A
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JI
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Integrated SIGNS
E' IM '1 • CULi I'4 clC'+4 IT
1150 Piohoer Way. Suite M
El Cajon, California 920201944
1: S19379.2229 I F: 619.579.7651
isastçjn.coIii I Into 4isdsign.com
NCNIiUi
OE401 AIlS CONSTRUCTION AOCORSIIIIGlO ACIS 14.14
COMPRESSIVE STREIIGTh AT 21 DAYS. I'S 25110415
MWMVM
05L41114rr(PE 11oll N VIE RATiO 0 ID 5.111ThILTOIl
PIER AND 05485011
FOOTINGS CONCRETE 455'1 88 POURED A8AINST
UNQI8JUP.hAEO IR)ht
MAIIIIAII1AMINIMLJM 2 5r14h4Ll OUVIK I48I.
445110060
SOIL,
L4111RAL50!L BEARING PER ISP CLASS 5 IPELE ;109.2 (100
PEFIFI) MODIFIED PER SECTION 1890,44,
i12U4)ID.5flhil
PA) Bw dew
6Al . CAI !ll3IlO
TBOI?8941708 P1(358(530 1I32oRi4 II
.9151114
I cs I
ORIGINAL CONCEPT
fltk -dosiçn is the exclusive property
al Inlilorstod SlnS and cannot Be
iepraduced in wI;oe 01 part
NIIhoUI itiolt p410; wiltien consent.
SIGN TYPE 9.1 - ENGINEERING SOISIlNI: 7 /14
'in imr
No
200.0 pd
0.30
2.011
kst
It
s1
'S.
YJ INC
I General Footing - - --
DESCRIPTION; GorwreteFoofing
Cwle Rcfemncs
ClcuT8ltann pe ACI 318-14, Inc 2015 caC 2015, A5C ?l0
Load CornbInthn Used ASCE 7-1O
GononI Inform3tIoa
Matr1liI Poprrl.9 Soil 0051011 Values fc ncrco2e I'IriiIi l', letur 'r,&J VMI kt
'60.0 AI1obs Sal 8j I& 1iwose D.ai1nBy rwnt
2,880.05 Ii S$Povo r (for Sndr) Conroe Density 146.00 StGncte Fi3411 Coeff
(0 VIues F1ouu 090
5IZIF
Anye1s Settings Fnc,e b.%ed an roedno Doplh
Futinj baieph I*bv soft julfam Mm Smcel % nieg Roof. kTUWpinlie per foot*dO Mit ijReif. 000180 when lboNnab;t3ft is be'ow Mb. 0ot1ltrniftf SAlyFi I .50 r.làl, SltlirV SafolV Fdnr 1,50: 1 hioreasou hietI an fooling plan den5oi
Md Ft V.4 Far Sal ProoUa Y !dItYWO1e pros."ure inurcasoper feet of de't
Add Piedesial WI fw Soil ftsurt, NO when iaa. K'injthor 41011. greater !halt
Use Pedeslwl SoeietIky, tfloKl & ther No
01m0,th1008
YMIh peraltel ioX-X Axis 3.50 It
l.eft9lh patallal to2-Z A.I5 = 3.80 ft
Pod
Parallel to -X (Ole
pa: parallel to Z.ZAcet Helhi
Ruber Ceritorliio to trJe otCencreto... at RoLtnOl Faolkti
,Reiflfornq - - -
Bat para7e1 ioX-XAxis
RebikcinBar S4e
flass pal !eItoZ-2.4xi NuI rOf 8oseRp'nkalmIl Oar Sap =
Bandwidth Us1rfbutIcu Chob LACI 15A4,2J
Dhe5ri Retdrlraj cbsarSopnmliost
11 Beta required within xonq uia
If Bars required on and site oFano We,
Applied Loads
0 Lr L S
P Coijntn Lead 2.105 08:0erbwdan
1.122
0.5010
v4z
0.1710
.02270
VI INC. PrnInciTIIte CwIhrt Jet Cucr. Ski Typo 0.1
Ent,n.ier (IL
Pronc(lD JTS,,,2?1510
Project 0crConcre3n footing
DESIGN SIJMI)fARY
- -- etht. R,2*IO 11w,, Appliad CspacIi Gouamhsj I.ead ceobloailon
P140 0.7891 Sal Rerg' 07094 101 1.0 kel tDQi0WnheulX4anis
PASS 1.971 0vereirh -XX 3.1153 MI. 7.333 k-ti 106,00+0.60W
PASS 5.1350 Ovorlurilact -Z-Z 1078 k-tI 5.092 k-Il iiloob+O.4OW
PASS 16.270 .Sihi -X.X 0.$70 k 3,124 k 0 Only
PAI3 .1.442 6Ilig 061)10k 2.346 It 40.GOD40.GuW
PASO 11.632 tVldt 4.2092 it 1449 It 40-60+6010
PASS 01007 ZFi+X) 0,5707k4141 4-4325k-ft'fl ii.4113
PASS 6.004054 ZFIpzwn.X3 0.1975 k-Mt 45225 k-lUll 41410
PASS 0.01602 XFieaurefiZj 0,70S It.M 4025 k-Eli 11,21ThW
I)MV 0,005941 Xfiexure f?4 0.2595 k-Mt 0025 k-5.1t 0.901W
PASS Illa lyShar+X) 0.0 psI 75.0 psI na PASS 0.0 1-way Shear (-X) 0,0 ittd 000 i PASS 11M 1.wiy9hoir(4) 00 psI 75.0 (151 It'i
PASS va i-my D.Opsi 75.0 (W vie
PMO 14A :-Way Punlin 1,307 pal 750 psi fiAOD
DotiiIod Rctsul(
Soil searfay.
Rotation Ards & -2 Xerc I= Actual Still Sparing Strass Lece1kin Actual I Allow LosS Comhlnaiion... Grass Allowable 011 Bottom. Z To-, *Z L. X i4hil PX Ratio
X-k 0 Cl* 1,0 ve 1.55 0.3765 05617 ala &a 0 bwj 1,0 a 8,162 0.209 oisso nb ala 0309 X-X, '04.60W 1.0 ala -1.999 08339 03541 ni ala a 0 )WC,W4045000 113 illS 4.178 0.1647 0.7175 ala ftea 0.718 10 øila -1.179 0805 0,4960 Wa run 0169 *X. I0600I0.60W 113 run 7.331 (La 03169 Wa nJ 0.547 x-.4, 10,600-0.40W tO rlla 4.077 0.4943 01284 Ms Ms 0.462 ,X-X. 40,020 113 nib 1.395 0.2200 0.3370 Ms na 0.33? 7A00niy 1.0 1.948 run nO Ms 03299 0.4934 08911 7-Z,40,0.SOW 10 71927 ala nO we 03.238 0.6664 0,666
-2. tU-i),61)W 1.0 1.951 flIts nra lb 0.3460 0.005 1) 1)31 Z-Z. 40+0.450W 10 1-932 Wa We at's 0.3278 0,5744 0.514 U. 40-0450W 1,0 1.363 Ms ala Ms 03820 06228 0.021
Z-Z, 40,6004OMAN 1.0 1.911 iba n'is n/a 01378 0.3276 0 327
U. 408110-0,601 1.0 1.979 Ms NO 1941 02201 0.3211 0.391 U. +0.1380 'tO '849 IVa Ms Wa 02040 0,3591 0.320
Overturning StabIlIty
Rotation Asia &
Load CwnhlnatiojL,. OvwiurningMoeient Rosistinn ISeineril Sb13jiilty9ntl,s States - -
X-X. 13 014r 1.122k-I1; 10.5112 MI 9.369 OK
X-X. 4.402k-It 11403k1l 2013 OK X.X,iD+0.45011 3.592k-Il 1 IMO k-Il 3.163 OK M. +0.000t0.€0W 3,953t.0 7.393 k41 1671 014 X.X, so600 013132k-ft 6.307 k-ft 9.269 .0K U. 0 Only. 0.9330 k-tI 10.1159k-ft 107110 014 U, +041301M 1,430k-S MAMA 0878 OX Z-2, +0+0.493W 1320k-ft 10,101k-It 71350 DX 1,070 k-lI OK
2-2
0892k-ft 5.660
013C0 0.5838 WI 6035 k- ft 10.793 OK
tilirllsu,j Stability Jul usIa k
Force Application Ails
Load Coinhinaltoa...21klin0Form Rtislsfieg Force Stebifly fleti. 811tua
X-XDonly 0.1710k 3 124 k 16.270 015
.X.X. +0t0130W 0.1656 It 2638 k 19.395 OK
X-X,,.D+0.45011d 01502k 31356k 191326 015 U. 40.60040,MW 0.03830k 23413 it 2099 OK U. +0.800 0.1028k 2.035k 23129 014
3.0 In
-
• 010 '' •
Prnoc1 Til!at: Carlsbad Jet Crintar- S3cjii Type 01
Etrgjnerer D.L.
Pm$oct 1D JTS2I 451$
Projocs De11cvCoctc1'ato 10a13ng
1cL&N vo'a. nitIMi
w
-0.49U
II
4,606 k-fl .0.040
-04240 I
-0.9090 Ii
Carlsbad
JET CENTEI1
Plilleer LacIlItni
PATIO COVER
2006 Palomor Airporl Road
Carl5had, Caf.jia 9201$ S
Proect. 200213:01 S..... •• S. •S•SSS
• - 5-.-•
AC
S S • S
S S • •SSSS
._.__.
.-'. . #' S.... I .... AmieM.. - . .S S S
.9,"'.. November.11, 2019
......-..---. ..
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:: ___________ S... _______ •••S . flaIOut1 S...
A
A
A
A
A.
A
-
A
A
A
A
A
A A
>A
Integrated SIGNS
C. 14ZAAA tT. ULt1 fl • 4141044 ri'
1160 Pioneer itvay, Suite M
El Cajon. California 9200-1944
1: 819.979.2229 1 F: 619,579.7651
isaaigul.couii I mb ?j:ts'asign.com
ORIGINAL CONCEPT
ibis design is the xdusiv pronerty
ot hitegiatod Signs and caffliot he
reproduced in whale or pert
talliloul 111011 prior wi.tticin cousoirl.
SIGN TYPE 9.1 ENGINEERING Shen;Nr: 8 /14
All tueils K
I06169 PolO $tibIliIyThdIo 81-14116
5.124k 13.703 OK 3.030 K 3.930 014 1.0511 K 4.608 014 2.340 3.442 OR 1435% 17115 ON
Own As AciiaIM PI'iVMn Iii2 1110 -
Mit. Temp % 0.5314 48.725 01K Mn Term % 0.5314 40,?7 014
Mh Trnn 1k 05314 48,725 014 W,nTonw 1k 0r5314 48.725 014 iLv. 1'oi'e 1k 0.5314 48.725 014 Min Tamp % 0.5314 48.725 014 Min Tenin 1k 0.5314 48,725 ON
Min Term It 94314 10-725 014
MmnloninS 0,530 45.725 014 54nThmo% 06314 48.725 014 MhiTemnn% 0.5314 .18725 014 Mlii Tcc % 0.5744 48325 4714 Mir, Tro-% 0.6314 40-725 014 MüTr.n It 0.5114 40-725 ON Mlii Tmvp % 05514 40.725 014 M. Tcnp It 03314 40.725 014
Kin Thnm It 0.5314 40.726 014 lith Temp % 0-5314 45.725 0)4 Min TIIaLIIV, 0.5314 45.125 OK
KiinTnm 1k 011314 45335 DX Min Thmp% 05314 40.725 DX Kffnlenw% 0.5314 40-725 DX
Min Tom % 0.5314 48.725 CX
kilo Taft % 0.5314 40-725 OR
Load Coinlilnalion... Vu@-X - Vu.X Vu 09-2 - Y110i'2 -
fl,d0D cKDDt.si 0C47osi 0.00 osi 0.00041 ii.201) 0,00031 0.60nI 0.410.041 0,00 Dal :l1.200050W IXQosI 00O6 0.00 -A 0.00 MI
"1.2204W o.obrnd 040a 0.00 vej 1100 oi
40.0204W 0.00 in! 0.00 vs 0.00031 0.011 cal
40.930 0.00r,51 003d 010 psi 110* ma Shear
Lomd- CombInatIon... Vu PhI'Vri
1A0O 1.31 pI 140.00ca.
41,200 1.12 ni ISODOpsl
i.20D'0,5cIW 1.02 psI 150.0011Gi 1.200W 0.91 all 4-50.00141 40.9004* 0.64 (Arii 160.0003i 40,800 0.04 asi 150 tOca.
vu-Max Phi Vii V*tPhl'Vn Status
(1-00 1W 75.00 osi 0.00 014 000rd 75.00 psi 000 OX
0.00 oi 75.00 cal 0.00 DX
0,00051 75.00 cal 000 014
0.00 c5i 75.00 psi 0.00 014
0.00 psi 75.00 psI 0.00 014 Mimito K
Vu i PhI3Vn Status
0.00871 014
0.937466 CX 0.008769 014
0.005071 OK
0.404208 0)4
0.005599 014
YJ INC PvojncKTblo: CrMbnd J.t t*1nlnt - SJIl Iye 91 Enginow". 0.L
ProI ID; JTS7161Q
Procct Do ncro0 '(oot.In Carlsbad
JET CENTER
51Idin S;ib151y
Force AppI1cUon f1
- Load CoIlib1natIon.
Z.Z DG*t 2.2.1040.60W
2-!. 4040.450* Z-Z. 4053O6rM'
z.z. '0,2o
Foaffiiq FIeur1,
Slidlilli Forco
0.277Q k
-07724k
-0,63619
.0.6010 K
-0,11162 K
Flexilm 44s it Lou1CowJ.1nnTJan Ift '' 1III As ActO
X.X,440D 0.5177 42 8i'dn 0.5184 X-X. -1.400 02505 -Z Bcioni 0.5184 X-X +1 200 0.4435 '12 501m 0.5104 X.X, +I.ZQD 0.2147 i fl.gn 05154
XX, ll,200.53W 0.612 sZ 6o12oot 05154 X-X. 0,2004,5111W 0.0513 .2 Icc 05184 )X 4'I,2004W 07805 iZ floRcrn 05104 X.X, 412004'W 02450 -2 Too 0.5184
X.X, I0,9DDW 0.6708 Z Sotiom 061114 X-X, I0.900iW 0-2615 -2 Ton 05184 XX. 14.9m O328 42 Sotluni 015154
X'X,I0.930 0.1811 -z 501mm O.584 Z-1 41.450 o.-isis -x 5o1Ion 0 5184
2-2 4400 0.5707 X 501Kio 0.5164 2-2. 1 210 0.1093 -X Br4hmn 0.5184 200 0.41192 eX €,mmiyn 051Ri1
2.2. L2GD40.60W 01454 X 901mnrn 0,5164 2-2. 41.200.0,50W 0A516 X l3ntiocn 0.5104 2-2. 110D.W 0.1216 X Botorn 05154 2-2, 4200+W 0.4140 kX 8ollocn 05184 U. 40.900AV 007921 X Bottom 04184
22. 0.900#114 029I +X floItn, 05104 2.2, -10.900 0.1270 -X Bulloni 0.5184
2.2,40.9Db 0.36.30 fX Boltor, 0.5194 One Was.- Shear
Plulee, L4t4IiOH
PATIO COVER
2006 PaIorii;por4 Road
CwI1df'j'.Th 0201 t .... .
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SIGN TYPE 9.1 - ENGINEERING
1160 Picjiieer Way, Suite P4
El Cajort, California 92020-1944
'1: 6179.2220 I F: 619.579.7651
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ORIGINAL CONCEPT
91115 design Is the exclusive Dr4ne;ty
ul tiitoictad Signs and canuct on
reproduced in whoo or port
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D.L. Carlsbad Jet Center - Sign Type: 9.1 Jan 10 2020 at 8:59 AM
J1'S_271519 R2 211519_12-Spgn Type 94_Risa_11-9.2.
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MEMBERS
60 Pioneer Way, Suite M
El Cajon. California 9200-1944
F. 619.579.2229 I F: 619.579.7651
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ORIGINAL CONCEPT
ThIs design IS the exclusive ornariy
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Carlsbad Jet Center - Sign Type: 0,1 Jan 10, 2020 at 8:58 AM
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IJan 10, 2020 at 8:58 AM
271519 .9n Type 9-1_RIsaj-9.2...
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Jan 10. 2020 at 8:58 AM
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11150 Pioneer Way. Suite M
El Cajon. California 92020-1944
1: 619.579.2229 I F: 619579.7651
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ORIGINAL CONCEPT
1his design is the exclusive, orrnerty
at Itiuq med Signs and carniot be
reproduced in who!e or part
',ellhoui their pio: writLen C0I10II1.
SIGN TYPE 9.1 - ENGINEERING SnemnNm:
11/14
Carlsbad
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PATIO COVER
2006 Ioma.ort Road
Carlsbad, 9201.0000.
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Carlsbad Jet Center - Sign Type: . 1
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Jan 10, 2020 at 859 AM D.L. Carlsbad Jet Center- Sign Type: 9.1
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Jan 10. 2020 at 9:00 AM
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1160 Pioneer Way, Suite M
El Cajon. California 92020-1944
1:619.579.2229 I F: 619.579.1651
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ORIGINAL CONCEP1
ibis d051çri Is the excIuive oroaery
of tiiiegtitad Signs and cannot be
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,iiihOui their nIo: written consent.
SIGN TYPE 9.1 - ENGINEERING 12/14
Carlsbad
JET CENTEfl
Pi,(:t,
PA1'0 COVER
2M PalmiTaN!,pam Road
CISilad, C4UWCA 92011.000010
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Display Sections for MberCalcs 5 -
Max Internal Sections for Member Pialce 1,97 - - -
Include Shear Deformation? Yes
(Global) Model Settings, Continued .---...- .--......----.
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Integrated SIGNS
1Nwberot Shear Fe.gions -
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Hot Rolled Steel Properties
Label -=(kJ- - -No -SYId43 . Ri --
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Hot Rolled Steel Section Sets - -
Lthl - -- Shop -Type , Desurt List Mterl Dair, RuL A (rr21 jyy (rnQlu 11n41 4 lu4
Hot Rolled Steel Design Parameters
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CONCEPT
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I' Conipny VJ INC.Jan 10,2020
IRISA
Designer DL, 9:01 AM
JabNumber : JTS271519R2 ChCkd By: Y,J.
Modal Nm Company
YJ INC, Jai 10, 2020
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ModaiNaote CIdJatCcT91
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8 . M14 Lbyy - Lateral -
9J15 Frame Lateral
;J.Q. Mi --- Frame-11 Lbyy ---- .-Lateral
1.1 - M17 Frame 1 1235 ScWnonl egnin1 Lbyy - -- - - - Utoral -
RISA-3D Version 11.0A (Z' Risa1-8-20271519R2 Sign Type 9 1Risa1-9 20 r3dl Page 1 RISA.3D Version 17.0.4 IZRtsa'i18 2O27i519 2-S1gnType91Risa,1-920r3dJ Page 2
SIGN TYPE 9.1 -- ENGINEERING
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Global Member Orentahon PEane XZ
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SHot RoVed Steel Coda -
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çonnection Code
Cold Formed Steel Code
AISC 0AP
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Dokjner DL. VJ INC. Jan 10, 2020 901 AM . .
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D.L. Jafl 10, 2020 9:01 AM Job Number JTS_271519R2 Chocked By: Y.J. Job Number JTS_271519...R2 Checked By Y.J.
MoeI Name aflsbadJeCnter -Sign TWe:9.l Model Name aiirci JCentci .Sigi Twe9j
Hot Rolled Steel Desian Parameters (Continued) Envelooe.AISC i4thI36O4OL'..4SD Ste-el ciode QecAa Mon-tinge-dl
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__________________
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17 M23 IFrámjjj2.75lSegrnentlSegmént LbyL Lateral M24.Fiur1I .2 k.$cenéntI Segment IJ.!1
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Basic Load Cases
BLC Description, Category X GavLY Gcavi..Z Gravi, Joint Point
Member Distributed Loads (DLC 2: Wind Loath
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JET CENTER
rsuiI LtIiou I
PATIO COVER
2005 PalomW,,kililort Road
Carlsbad, efif.%V 920110 4110 0 0 0 . S S •• •S Procti. 20 2'3'O1
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IT. - BV&D fl. ckN IT
1160 Pioneer Way. Suite M
El Cajon. Callfornl 92001944
1: 619.79,2229 I F: 619.679.7551
Isasiqu1.canl I 1notistisign.com
ORIGINAL CONCEPT
ThIs design is the exclusive prnaerty
al Ititegmated Signs and cannot be
ueproducerl in whn'n or part
vellluOul ItuIt l,Ie: 94111tun consent,
SIGN TYPE 9.1 ENGINEERING SieniN,: 14/14